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 PDF

Info

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
Application number
CN201520825177.5U
Other languages
Chinese (zh)
Inventor
董慧玲
赵云鹏
方鹏飞
郑骐
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shandong University of Science and Technology
Original Assignee
Shandong University of Science and Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shandong University of Science and Technology filed Critical Shandong University of Science and Technology
Priority to CN201520825177.5U priority Critical patent/CN205171804U/en
Application granted granted Critical
Publication of CN205171804U publication Critical patent/CN205171804U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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

The building block of a kind of T-shaped high-strength anti-shock
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.
CN201520825177.5U 2015-10-24 2015-10-24 Building block of combatting earthquake by force of T form height Expired - Fee Related CN205171804U (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (4)

* Cited by examiner, † Cited by third party
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