CN205171804U - Building block of combatting earthquake by force of T form height - Google Patents
Building block of combatting earthquake by force of T form height Download PDFInfo
- Publication number
- CN205171804U CN205171804U CN201520825177.5U CN201520825177U CN205171804U CN 205171804 U CN205171804 U CN 205171804U CN 201520825177 U CN201520825177 U CN 201520825177U CN 205171804 U CN205171804 U CN 205171804U
- Authority
- CN
- China
- Prior art keywords
- building block
- building
- face
- plane
- ramp type
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a building block of combatting earthquake by force of T form height, it relates to new building material field for build step bearing or non -bearing building antidetonation wall body. Its characterized in that both ends terminal surface all is that the plane is leveled to T shape, and it all is the stepped ramp type plane to control a strip face, and a strip areal distribution has a plurality of reinforcing bar through -hole, and it also is the stepped ramp type plane to sit the thick liquid face, and the bottom surface then is smooth rectangle plane. The utility model has the advantages of, compare with original building wall, with the wall body that this building block was built by laying bricks or stones is sturdy and durable, rational in infrastructure, the wholeness is good, has improved building wall's intensity and anti -seismic performance greatly.
Description
Technical field
The utility model relates to construction material field, is the building block of a kind of T-shaped high-strength anti-shock.
Background technology
In recent years, along with the frequent generation of domestic earthquake disaster, have higher requirement to the anti-seismic performance of building, particularly the anti-seismic performance of construction material, its quality directly affects the overall anti seismic efficiency of building.At present, the construction wall in the most of area of China generally adopts traditional cuboid building block to assemble, and because its mortar joint is all straight, causes the globality of body of wall better not ensured, very easily decaying when suffering powerful earthquake shock, causing serious casualty loss.
In addition, existing construction wall is mostly assembled by building block to form, cement mortar is had to bond between building block and building block, adhesive property due to mortar is easily subject to the impact of various outside environmental elements, cause the connection defective tightness of blockhouse with firm, intensity is lower, can not meet instructions for use.
Summary of the invention
The utility model provides the building block of a kind of T-shaped high-strength anti-shock, efficiently solves the material technology problem of above-mentioned existence, increases the intensity of construction wall, improve the shock resistance of construction wall.
The technical scheme that the utility model adopts is as follows: the building block of a kind of T-shaped high-strength anti-shock, its end surface shape is T-shaped, and bar face, left and right is all stepped ramp type plane, bar face is distributed with several reinforcing bar through holes, slurry surface is also stepped ramp type plane, and bottom surface is then smooth rectangle plane.Owing to being building block T-shaped, mutually can overlapping between them, engage, in addition can also be connected by the tension rib being positioned at reinforcing bar through hole between building block, then build by mortar and bond together, assemble into the body of wall meeting instructions for use to the greatest extent.
The rounded distribution of the through hole of reinforcing bar described in the utility model, this aperture, hole is 10 millimeters, and inside has tension rib to pass.
The building block of T-shaped described in the utility model is made up of energy-saving gas concrete.
The utility model have employed above-mentioned technical scheme, and its sharpest edges are, can significantly improve the anti-seismic performance of body of wall, possesses again larger compressive strength, and it is particularly outstanding that this advantage embodies in the process utilizing this building block vallum.T-shaped building block mutually can overlap to each other, engage, and breaches the constraint of traditional cuboid building block, can be good at the horizontal movement limiting same layer building block, then through being positioned at the series connection of reinforcing bar through hole steel tie, makes the globality of body of wall better.
Accompanying drawing explanation
Fig. 1 is the stereogram of the utility model (building block of master ga(u)ge lattice).
Fig. 2 is the stereogram of the utility model (auxiliary specification building block).
Fig. 3 is the structural representation of the utility model when building into body of wall by laying bricks or stones.
Marginal data, 1-T shape end face, 2-slurry surface, 3-stepped ramp type bar face, 4-rectangular bottom surface, 5-reinforcing bar through hole.
Detailed description of the invention
As shown in Figure 1, this T-shaped high-strength anti-shock building block, its two ends end face 1 is all T-shaped flat surface, and bar face, left and right 3 is all stepped ramp type planes, bar face 3 is distributed with several reinforcing bar through holes 5, and slurry surface 2 is also stepped ramp type plane, and 4, bottom surface is smooth rectangle plane.
It is specifically intended that the rounded distribution of reinforcing bar through hole 5 on described building block bar face 3, the aperture of this through hole 5 is 10 millimeters, and its internal sleeve has tension rib.
It is specifically intended that end face 1 shape of described building block is T-shaped, be made up of energy-saving gas concrete.
The utility model is when being employed, as shown in Figure 3, need according to designing requirement, first a T-shaped building block is inverted and keeps flat, the two ends end face 1 of building block exposed in outside as metope inside and outside body of wall, then by stepped ramp type bar face 3 and slurry surface 2, the building block that another T-shaped building block and inversion keep flat is overlapped, is fastened togather, from left to right repeats aforesaid operations afterwards.After the first skin building block assembled, penetrate steel tie and perfusion mortar and concrete in reinforcing bar through hole 5, each building block is connected into one, the place of having vacant position needs to be filled up by auxiliary specification building block, and such first skin building block formally builds end by laying bricks or stones.So go round and begin again, complete building by laying bricks or stones of whole face wall body from bottom to top.
The utility model has the advantage of, compared with original construction wall, good integrity sturdy and durable, rational in infrastructure with the body of wall of this concrete block masonry, substantially increases intensity and the anti-seismic performance of construction wall.
Claims (3)
1. a T-shaped high-strength anti-shock building block, is characterized in that: two ends end face is all T-shaped flat surface, and bar face, left and right is all stepped ramp type planes, bar face is distributed with several reinforcing bar through holes, and slurry surface is also stepped ramp type plane, and bottom surface is then smooth rectangle plane.
2. T-shaped high-strength anti-shock according to claim 1 building block, is characterized in that: the rounded distribution of reinforcing bar through hole on this building block bar face, and the aperture of this through hole is 10 millimeters, and its internal sleeve has tension rib.
3. T-shaped high-strength anti-shock according to claim 1 building block, is characterized in that: the end surface shape of this building block is T-shaped, is made up of energy-saving gas concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520825177.5U CN205171804U (en) | 2015-10-24 | 2015-10-24 | Building block of combatting earthquake by force of T form height |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520825177.5U CN205171804U (en) | 2015-10-24 | 2015-10-24 | Building block of combatting earthquake by force of T form height |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205171804U true CN205171804U (en) | 2016-04-20 |
Family
ID=55735807
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520825177.5U Expired - Fee Related CN205171804U (en) | 2015-10-24 | 2015-10-24 | Building block of combatting earthquake by force of T form height |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205171804U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108331236A (en) * | 2018-01-24 | 2018-07-27 | 天津城建大学 | Improve the special shaped brick of brick setting shear behavior and the brick masonry structure using special shaped brick |
CN109113366A (en) * | 2018-09-14 | 2019-01-01 | 武大巨成结构股份有限公司 | It is a kind of to connect card slot type concrete column core cushion block and its application method for building jacking increasing layer |
CN114622678A (en) * | 2022-02-28 | 2022-06-14 | 东南大学 | Vibration and noise reduction brick for subway station partition wall and manufacturing method |
-
2015
- 2015-10-24 CN CN201520825177.5U patent/CN205171804U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108331236A (en) * | 2018-01-24 | 2018-07-27 | 天津城建大学 | Improve the special shaped brick of brick setting shear behavior and the brick masonry structure using special shaped brick |
CN109113366A (en) * | 2018-09-14 | 2019-01-01 | 武大巨成结构股份有限公司 | It is a kind of to connect card slot type concrete column core cushion block and its application method for building jacking increasing layer |
CN109113366B (en) * | 2018-09-14 | 2022-09-13 | 武大巨成结构股份有限公司 | Use method of connecting clamping groove type concrete column core cushion block for building jacking storey-adding |
CN114622678A (en) * | 2022-02-28 | 2022-06-14 | 东南大学 | Vibration and noise reduction brick for subway station partition wall and manufacturing method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103883051B (en) | A kind of assembled plate-beam connecting node and construction method thereof | |
CN103174252B (en) | A kind of self-insulation quake-proof building block and application process | |
CN203742056U (en) | Environment-friendly earthquake resistant wall | |
CN203569725U (en) | Vertical misalignment clamping masonry wall | |
CN205171804U (en) | Building block of combatting earthquake by force of T form height | |
CN104251038A (en) | Encased steel plate-concrete composite coupling beam and construction method thereof | |
CN203821625U (en) | Fiber cloth-reinforced mortar-free reinforced masonry shear wall | |
CN204112525U (en) | Band perps precast shear wall structure in strong concrete precast frame | |
CN203603271U (en) | Superimposed concrete slab joint seam structure | |
CN103953134B (en) | Shear wall with energy-consuming strips embedded between border and built-in steel plates and steel braces, and making method | |
CN104141358A (en) | Mortar-free self-embedded masonry structure system and building comprising system | |
CN207714553U (en) | The vertical pivoting angle connecting joint structure of prefabricated sandwich wall and prefabricated sandwich wall | |
CN103290948B (en) | Multifunction structure assembled wall | |
CN202611082U (en) | Z-shaped porous stone face wall brick and lapping structure thereof | |
CN103883036B (en) | Shear wall formed by embedding energy-dissipation bars between frame and wall with inbuilt multiple steel plates and construction method | |
CN206987103U (en) | A kind of seismic structural wall, earthquake resistant wall | |
CN203475649U (en) | Connecting structure of upper steel tube shear wall and lower steel tube shear wall in vertical direction of building | |
CN203129702U (en) | Large space frame antique city wall structure | |
CN202370152U (en) | Non-run-through hollow brick for resisting earthquake by shear check block | |
CN203856122U (en) | Environmental-friendly anti-seismic brick | |
CN202347661U (en) | Key type integral connecting structure of prefabricating hollow plates | |
CN204551531U (en) | A kind of module check well | |
CN203247750U (en) | Assembled type cement brick | |
CN105064539B (en) | New wall and old wall connector | |
CN204098334U (en) | The building block of wedge-type interpenetrating structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160420 Termination date: 20161024 |
|
CF01 | Termination of patent right due to non-payment of annual fee |