CN207048171U - A kind of stalk disjunctor anti-seismic brick and disjunctor seismic structural wall, earthquake resistant wall - Google Patents

A kind of stalk disjunctor anti-seismic brick and disjunctor seismic structural wall, earthquake resistant wall Download PDF

Info

Publication number
CN207048171U
CN207048171U CN201620628059.XU CN201620628059U CN207048171U CN 207048171 U CN207048171 U CN 207048171U CN 201620628059 U CN201620628059 U CN 201620628059U CN 207048171 U CN207048171 U CN 207048171U
Authority
CN
China
Prior art keywords
disjunctor
seismic
brick
connecting portion
wall
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
CN201620628059.XU
Other languages
Chinese (zh)
Inventor
刘培仁
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.)
Dalian Jingshi New Environmental Protection Materials Research and Development Co., Ltd.
Original Assignee
Beijing Chuan Tree Building Materials Technology Group Co Ltd
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 Beijing Chuan Tree Building Materials Technology Group Co Ltd filed Critical Beijing Chuan Tree Building Materials Technology Group Co Ltd
Priority to CN201620628059.XU priority Critical patent/CN207048171U/en
Application granted granted Critical
Publication of CN207048171U publication Critical patent/CN207048171U/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 provides a kind of stalk disjunctor anti-seismic brick and disjunctor seismic structural wall, earthquake resistant wall, the disjunctor anti-seismic brick includes brick body, first connecting portion, second connecting portion and fixed part, the first connecting portion is engaged with second connecting portion, and it is located at brick body both sides respectively, the fixed position is in brick body, the fixed part is multiple circular through holes, circular through hole is uniformly distributed in brick body, the weight capacity for the increase brick body that can ease off the pressure, raised and groove is provided with brick body, brick body connection is solid, due to the material-structure and bar-mat reinforcement of the formulas such as stalk, the steel bar end that the disjunctor seismic structural wall, earthquake resistant wall puzzled has stretching is connected with each other, the intensity of big-wall has guarantee with robustness, screw die can close the position of bar connecting, it is high-rise to be advantageous to building, and can reduces the man-hour that sandy soil mud is plastered, reduce material and expense again, construction time is short.

Description

A kind of stalk disjunctor anti-seismic brick and disjunctor seismic structural wall, earthquake resistant wall
Technical field
The utility model belongs to building material field, and in particular to a kind of stalk disjunctor anti-seismic brick and disjunctor seismic structural wall, earthquake resistant wall.
Background technology
Building brick is the conventional material of building field.And construction of laying bricks generally includes levelling, unwrapping wire, pendulum brick sample, vertical skin Number bar, the processes such as directrix are hung, if dry wall, jointing must be carried out.Levelling, before wall of laying bricks, first by standard on base surface Bench mark makes each layer absolute altitude, and with cement mortar levelling;Unwrapping wire, building stratum wall body can be followed closely by axis location on sight rail
It is defined and draws linen thread, is beaten along linen thread extension is offline, wall body central axis is put on base surface, and according to this wall body center Axis, which is defined, ejects longitudinal cross wall line, and make door opening position at one's side.Therefore the building brick for having shockproof effect good is needed, Preferably it can be applied in building field.
Utility model content
In order to solve the above problems, the utility model provides a kind of stalk disjunctor anti-seismic brick, and the disjunctor anti-seismic brick includes Brick body, first connecting portion, second connecting portion and fixed part, the first connecting portion are engaged with second connecting portion, and position respectively In brick body both sides, for the fixed position in brick body, the fixed part is multiple circular through holes;
Further, the first connecting portion is triangular prism shaped projection;
Further, the second connecting portion is triangular prism shaped groove;
Further, the circular through hole is four, and four circular through holes are sequentially connected as rectangle;
Further, the circular through hole is four, and four circular through holes are sequentially connected as rectangle;
Further, described four circular through hole apertures are 5-10mm;
Further, the material of brick body is the mixture of stalk and concrete;
Further, the material of brick body is the mixture of stalk and concrete;
Further, a kind of stalk disjunctor seismic structural wall, earthquake resistant wall, the disjunctor seismic structural wall, earthquake resistant wall include polylith disjunctor anti-seismic brick, cement layer and Fixed steel bars, the polylith disjunctor anti-seismic brick are connected with each other by cement layer, and the fixed steel bars are arranged on the circle and run through In hole;
Further, a diameter of 6-8mm of the fixed steel bars;
Further, the steel grade of the fixed steel bars includes 20MnSi, 20MnV, 25MnSi and BS20MnSi;
The beneficial effects of the utility model are as follows:
1)Circular through hole is uniformly distributed in brick body, can ease off the pressure increase brick body weight capacity, circular through hole with The common stress load-bearing of fixed steel bars, greatly strengthen the bearing capacity of brick body;
2)Raised and groove is provided with brick body, brick body connection is solid, and quakeproof and quake-resistant effect is good;
3)Due to the material-structure and bar-mat reinforcement of the formulas such as stalk, the disjunctor seismic structural wall, earthquake resistant wall puzzled has the steel bar end of stretching mutual Connection, intensity and the robustness of big-wall have guarantee, and screw die can close the position of bar connecting, are advantageous to building high level, again The man-hour that sandy soil mud is plastered can be reduced, reduces material and expense again, the construction time is short, is particularly suitable for China northeast dead season Building efficiency is improved in the place come ahead of time, and the brick plate can be as floor tile, floor, the laminate of floor, ceiling;
4)House can not have to fit up again after having built, and the house built with this construction material can reach the effect of finishing, And long lifespan, it can prevent fires, no combustible, the room can be with earthquake-proof;
5)Antiseismic structure is laid bricks in light weight, and easy for construction, intensity of laying bricks is high, can play good antihunt action, and conveniently Wiring, there is good ventilative and waterproof effect.
Brief description of the drawings
Fig. 1 is the utility model disjunctor anti-seismic brick structure chart;
Fig. 2 is the utility model disjunctor seismic wall structure figure.
Embodiment
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below in conjunction with accompanying drawing and implementation Example, the utility model is explained in further detail.It should be appreciated that specific embodiment described herein is used only for explaining The utility model, it is not used to limit the utility model.On the contrary, the utility model cover it is any be defined by the claims this Replacement, modification, equivalent method and the scheme made in the spirit and scope of utility model.Further, in order that the public is to this reality Have a better understanding with new, it is detailed to describe some specific detail portions below in detailed description of the present utility model Point.The description of part can also understand the utility model completely without these details for a person skilled in the art.
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings, but not as to the utility model Restriction.Below most preferred embodiment is enumerated to be of the present utility model:
As Figure 1-Figure 2, the utility model provides a kind of stalk disjunctor anti-seismic brick and disjunctor seismic structural wall, earthquake resistant wall.
A kind of stalk disjunctor anti-seismic brick, the disjunctor anti-seismic brick include brick body 1, first connecting portion 2, the and of second connecting portion 3 Fixed part, the first connecting portion 2 are engaged with second connecting portion 3, and are located at the both sides of brick body 1, the fixed part respectively In brick body 1, the fixed part is multiple circular through holes 4, and the first connecting portion 2 is triangular prism shaped projection, described Two connecting portions 3 are triangular prism shaped groove, and the circular through hole 4 is four, and four circular through holes 4 are sequentially connected as square Shape, four circular apertures of through hole 4 are 5-10mm, and the material of brick body 1 is stalk and the mixture of concrete.
A kind of stalk disjunctor seismic structural wall, earthquake resistant wall, the disjunctor seismic structural wall, earthquake resistant wall include polylith disjunctor anti-seismic brick, cement layer and fixed steel bars 5, the polylith disjunctor anti-seismic brick is connected with each other by cement layer, and the fixed steel bars 5 are arranged in the circular through hole 4, A diameter of 6-8mm of the fixed steel bars 5, the steel grades of the fixed steel bars 5 include 20MnSi, 20MnV, 25MnSi and BS20MnSi。
Circular through hole is uniformly distributed in the utility model brick body, the weight capacity for the increase brick body that can ease off the pressure is circular Through hole and the common stress load-bearing of fixed steel bars, greatly strengthen the bearing capacity of brick body, and raised and groove is provided with brick body, Brick body connection is solid, and quakeproof and quake-resistant effect is good;Due to the material-structure and bar-mat reinforcement of the formulas such as stalk, the disjunctor seismic structural wall, earthquake resistant wall puzzled The steel bar end for having stretching is connected with each other, and intensity and the robustness of big-wall have guarantee, and screw die can close the position of bar connecting. Be advantageous to the man-hour that building is high-rise, and and can reduction sandy soil mud is plastered, reduce material and expense again, the construction time is short, particularly Suitable for China northeast dead season come ahead of time place improve building efficiency, the brick plate can as floor tile, floor, floor layer Plate, ceiling, house can not have to fit up again after having built, and the house built with this construction material can reach the effect of finishing, And long lifespan, can prevent fires, no combustible, the room can with earthquake-proof, antiseismic structure lay bricks it is in light weight, it is easy for construction, build Brick intensity is high, can play good antihunt action, and facilitates wiring, has good ventilative and waterproof effect.
One kind of embodiment described above, simply the utility model more preferably embodiment, the skill of this area The usual variations and alternatives that art personnel are carried out in the range of technical solutions of the utility model should all be included in guarantor of the present utility model In the range of shield.

Claims (8)

  1. A kind of 1. stalk disjunctor anti-seismic brick, it is characterised in that the disjunctor anti-seismic brick include brick body (1), first connecting portion (2), Second connecting portion (3) and fixed part, the first connecting portion (2) are engaged with second connecting portion (3), and are located at the brick respectively Body (1) both sides, for the fixed position in brick body (1), the fixed part is multiple circular through holes (4).
  2. 2. disjunctor anti-seismic brick according to claim 1, it is characterised in that the first connecting portion (2) is triangular prism shaped convex Rise.
  3. 3. disjunctor anti-seismic brick according to claim 1, it is characterised in that the second connecting portion (3) is triangular prism shaped recessed Groove.
  4. 4. disjunctor anti-seismic brick according to claim 1, it is characterised in that the circular through hole (4) be four, described four Individual circular through hole (4) is sequentially connected as rectangle.
  5. 5. disjunctor anti-seismic brick according to claim 4, it is characterised in that four circular through hole (4) apertures are 5-10mm。
  6. A kind of 6. stalk disjunctor seismic structural wall, earthquake resistant wall, based on the disjunctor anti-seismic brick described in one of the claims 1-5, it is characterised in that The disjunctor seismic structural wall, earthquake resistant wall includes polylith disjunctor anti-seismic brick, cement layer and fixed steel bars (5), and the polylith disjunctor anti-seismic brick passes through water Mud layer is connected with each other, and the fixed steel bars (5) are arranged in the circular through hole (4).
  7. 7. disjunctor seismic structural wall, earthquake resistant wall according to claim 6, it is characterised in that a diameter of 6-8mm of the fixed steel bars (5).
  8. 8. disjunctor seismic structural wall, earthquake resistant wall according to claim 6, it is characterised in that the steel grade of the fixed steel bars (5) includes 20MnSi, 20MnV, 25MnSi and BS20MnSi.
CN201620628059.XU 2016-06-22 2016-06-22 A kind of stalk disjunctor anti-seismic brick and disjunctor seismic structural wall, earthquake resistant wall Expired - Fee Related CN207048171U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620628059.XU CN207048171U (en) 2016-06-22 2016-06-22 A kind of stalk disjunctor anti-seismic brick and disjunctor seismic structural wall, earthquake resistant wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620628059.XU CN207048171U (en) 2016-06-22 2016-06-22 A kind of stalk disjunctor anti-seismic brick and disjunctor seismic structural wall, earthquake resistant wall

Publications (1)

Publication Number Publication Date
CN207048171U true CN207048171U (en) 2018-02-27

Family

ID=61488602

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620628059.XU Expired - Fee Related CN207048171U (en) 2016-06-22 2016-06-22 A kind of stalk disjunctor anti-seismic brick and disjunctor seismic structural wall, earthquake resistant wall

Country Status (1)

Country Link
CN (1) CN207048171U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110284621A (en) * 2019-04-12 2019-09-27 深圳全景空间工业有限公司 A kind of brick wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110284621A (en) * 2019-04-12 2019-09-27 深圳全景空间工业有限公司 A kind of brick wall

Similar Documents

Publication Publication Date Title
CN206205276U (en) A kind of bamboo roof structure
CN207048171U (en) A kind of stalk disjunctor anti-seismic brick and disjunctor seismic structural wall, earthquake resistant wall
CN207277542U (en) A kind of Novel steel-wooden frame structure
CN105040815A (en) Three-dimensional building module and factory building and on-site installing method thereof
CN105369955B (en) A kind of integrated assembled type floor
CN207672761U (en) A kind of water proof structure of floor and steel plate wall intersection
CN105967631A (en) Prefabricated housing made from straw composite material
CN204282718U (en) Novel environment-friendly solid wood decorative panel log cabin
CN207944549U (en) A kind of low layer light section steel structure assembled-type house
CN207160630U (en) A kind of log cabin
CN102493590A (en) Heat-insulation, fireproof and light lock wall brick and wall building method
Oleinik et al. Optimization of parameters for the construction of prefabricated residential buildings
CN206667025U (en) The wooden small arch bridge of gardens irrigation canals and ditches
CN204282716U (en) Novel environment friendly carbonized wood decorative plate of outer wall log cabin
CN205296419U (en) Embedded steel construction assembly house outer column waterproof construction
CN204826288U (en) Be applied to shock insulation structure of villages and small towns building
CN107130691A (en) A kind of overhead type modular house and its production method
CN203008219U (en) Reinforced concrete prefabricated slab for civil air defense basement
CN217352842U (en) Single-span structure reinforced concrete masonry with two-point support in vertical direction
CN209723380U (en) A kind of spliced novel wall plate
CN106758682A (en) A kind of ecological wooden footway structure and its technique
CN208501984U (en) A kind of lightgage steel joist T shape connecting wall
CN208415603U (en) A kind of nonopiate connecting wall of lightgage steel joist
CN203145506U (en) Wooden building
CN204491899U (en) A kind of wood building wall body structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20190412

Address after: 116000 Songlan Street, Dalian Economic and Technological Development Zone, Liaoning Province, 9-B

Patentee after: Dalian Jingshi New Environmental Protection Materials Research and Development Co., Ltd.

Address before: 101200 Beijing Pinggu District Zhongguancun Science and Technology Park, Mafang Industrial Park, Area 2, Area 8

Patentee before: Beijing Chuan tree building materials Technology Group Co., Ltd.

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180227

Termination date: 20190622

CF01 Termination of patent right due to non-payment of annual fee