CN218060835U - Shock-absorbing structure of brick-concrete structure building - Google Patents
Shock-absorbing structure of brick-concrete structure building Download PDFInfo
- Publication number
- CN218060835U CN218060835U CN202222531616.4U CN202222531616U CN218060835U CN 218060835 U CN218060835 U CN 218060835U CN 202222531616 U CN202222531616 U CN 202222531616U CN 218060835 U CN218060835 U CN 218060835U
- Authority
- CN
- China
- Prior art keywords
- brick
- reinforcement cage
- steel
- steel column
- concrete structure
- 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.)
- Active
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The application relates to the technical field of brick-concrete structure building earthquake resistance, and discloses a shock absorption structure of a brick-concrete structure building, which comprises a plurality of groups of reinforcement cages, wherein a plurality of groups of equidistantly distributed connecting pieces are communicated and installed on two sides of each group of reinforcement cage, and the mutually corresponding connecting pieces on two sides are respectively detachably installed on two sides of a steel column; the bricks distributed in a plurality of groups of equal intervals are laid between two adjacent groups of reinforcement cages, and mortar is laid between two adjacent groups of bricks. This application is through steel reinforcement cage, the connecting piece, steel column and fragment of brick, after the steel reinforcement cage of prefabricated completion is squeezed into in the ground, can install the connecting piece in steel reinforcement cage both sides intercommunication, and install the steel column at adjacent connecting piece, make multiunit steel reinforcement cage connect through the steel column, thereby guarantee that whole building structure is a whole, the assurance can carry out whole when receiving vibrations and rock, avoid whole building structure to split and be destroyed, the shock attenuation effect of brick and concrete structure building has been improved greatly.
Description
Technical Field
The application relates to the technical field of brick-concrete structure building earthquake resistance, in particular to a shock absorption structure of a brick-concrete structure building.
Background
At present, the existing buildings in China have huge inventory, a part of buildings are built earlier, the construction time is limited by the current technical conditions and economic level, the structural earthquake-resistant grade is low, simultaneously, china is one of the most serious countries of earthquake disasters in the world, the earthquake-resistant defense area almost covers the soil area of the whole country, and brick-concrete structure buildings as house buildings in rural areas have low earthquake-resistant effect, if the brick-concrete structure buildings are positioned in the earthquake area, serious potential safety hazards exist, therefore, a new technical scheme needs to be designed for solving the problem.
SUMMERY OF THE UTILITY MODEL
An object of the application is to provide a shock-absorbing structure of brick and concrete structure building, has solved the problem that proposes in the background art.
In order to achieve the above purpose, the present application provides the following technical solutions: the shock absorption structure of the brick-concrete structure building comprises a plurality of groups of reinforcement cages, wherein a plurality of groups of equidistantly distributed connecting pieces are communicated and mounted on two sides of each group of reinforcement cage, and the connecting pieces on two corresponding sides are detachably mounted on two sides of a steel column respectively;
and a plurality of groups of bricks which are distributed at equal intervals are paved between two adjacent groups of the reinforcement cages, and mortar is paved between two adjacent groups of the bricks.
Through adopting above-mentioned technical scheme, after in the steel reinforcement cage that prefabricated completion was squeezed into the ground, can install the connecting piece in steel reinforcement cage both sides intercommunication to the steel column is installed to the connecting piece adjacent, makes multiunit steel reinforcement cage pass through the steel column and connects, thereby guarantees that whole building structure is a whole, guarantees to carry out whole rocking when receiving vibrations, avoids whole building structure to split and is destroyed, has improved the shock attenuation effect of brick and concrete structure building greatly.
As an alternative to the solution of the present application, the cross section of the steel columns is the same as the cross section of the bricks.
Through adopting above-mentioned technical scheme, be convenient for pile up the fragment of brick on the steel column to accomplish the brick and concrete structure building.
As an alternative of this application technical scheme, every group the steel reinforcement cage outer wall all can be dismantled and install prefabricated template, inside all with mutual corresponding of prefabricated template the steel column communicates each other.
Through adopting above-mentioned technical scheme, through the prefabricated template of steel reinforcement cage outer wall installation, guarantee the steel reinforcement cage leakproofness.
As an alternative scheme of the technical scheme, concrete is poured in each group of the reinforcement cage.
Through adopting above-mentioned technical scheme, through concreting in to the steel reinforcement cage, can effectual increase brick and concrete structure building firm and stable.
As an alternative scheme of this application technical scheme, every group the steel column outer wall all sets up the detection mouth that the multiunit equidistance distributes, every group the detection mouth one side all twists to close and is connected with the closing cap.
Through adopting above-mentioned technical scheme, when pouring concrete in to the steel reinforcement cage, also can permeate a large amount of concrete with the steel column of steel reinforcement cage intercommunication, improved firm and stable of brick and concrete structure building, whether the concrete that can judge the steel column is filled up in the detection mouth on the cooperation steel column simultaneously.
Compared with the prior art, the beneficial effects of this application are as follows:
1. this application technical scheme is after in the foundation is squeezed into to the steel reinforcement cage of prefabricating completion, can install the connecting piece in steel reinforcement cage both sides intercommunication, and install the steel column at adjacent connecting piece, make multiunit steel reinforcement cage connect through the steel column, thereby guarantee that whole building structure is a whole, guarantee can wholly rock when receiving vibrations, make the seismic energy disperse to whole building structure in, avoid whole building structure to split and destroyed, the shock attenuation effect of brick-concrete structure building has been improved.
2. This application technical scheme all sets up the detection mouth that the multiunit equidistance distributes through every group steel column outer wall, and every group detects mouthful one side and all twists to close and is connected with the closing cap, when concreting in to the steel reinforcement cage, also can permeate a large amount of concrete with the steel column of steel reinforcement cage intercommunication, has improved firm and stable of brick and concrete structure building, cooperates the detection mouth on the steel column simultaneously, can judge whether the concrete in the steel column fills up.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments with reference to the attached drawings in which:
fig. 1 is a schematic view illustrating an overall structure of a shock-absorbing structure of a brick-concrete structure building according to the present application;
fig. 2 is a structural schematic diagram of a detection port of a shock-absorbing structure of a brick-concrete structure building according to the present application.
In the figure: 1. a reinforcement cage; 2. a connecting member; 3. a steel column; 4. a brick block; 5. prefabricating a template; 6. and (6) a detection port.
Detailed Description
Referring to fig. 1-2, the present application provides a technical solution: a shock absorption structure of a brick-concrete structure building comprises a steel reinforcement cage 1, wherein a plurality of groups of steel reinforcement cages 1 are arranged, a plurality of groups of equidistantly distributed connecting pieces 2 are communicated and installed on two sides of each group of steel reinforcement cage 1, and the mutually corresponding connecting pieces 2 on two sides are detachably installed on two sides of a steel column 3 respectively;
the fragment of brick 4 that the multiunit equidistance distributes has been laid between two sets of adjacent steel reinforcement cages 1, has all laid the mortar between two sets of adjacent fragment of brick 4.
In this kind of technical scheme, through steel reinforcement cage 1, connecting piece 2, steel column 3 and fragment of brick 4, after steel reinforcement cage 1 that accomplishes when prefabricating is squeezed into in the ground, can install connecting piece 2 in 1 both sides intercommunication of steel reinforcement cage, and install steel column 3 at adjacent connecting piece 2, make multiunit steel reinforcement cage 1 connect through steel column 3, thereby guarantee that whole building structure is a whole, the assurance can carry out whole rocking when receiving vibrations, avoid whole building structure to split to be destroyed, the shock attenuation effect of brick and concrete structure building has been improved greatly.
In some embodiments, referring to fig. 1, the cross-section of the steel column 3 is the same as the cross-section of the brick 4.
In this technical scheme, it is convenient to pile up the bricks 4 on the steel column 3, thereby completing the brick-concrete structure building.
In some technical solutions, please refer to fig. 1, the outer wall of each steel reinforcement cage 1 can be detachably installed with a prefabricated formwork 5, and the interior of the prefabricated formwork 5 is communicated with the corresponding steel columns 3.
In this kind of technical scheme, through the prefabricated template 5 of 1 outer wall installation of steel reinforcement cage, guarantee steel reinforcement cage 1 leakproofness.
In some technical solutions, please refer to fig. 1, concrete is poured into each set of reinforcement cage 1.
In the technical scheme, the firmness and stability of the brick-concrete structure building can be effectively improved by pouring concrete into the reinforcement cage 1.
In some technical solutions, please refer to fig. 2, the outer wall of each group of steel columns 3 is provided with a plurality of groups of detection ports 6 distributed at equal intervals, and one side of each group of detection ports 6 is screwed and connected with a sealing cover.
In this kind of technical scheme, when pouring concrete in to steel reinforcement cage 1, also can permeate a large amount of concrete with steel column 3 of steel reinforcement cage 1 intercommunication, improved firm and stable of brick and concrete structure building, detection mouth 6 on the cooperation steel column 3 simultaneously can judge whether the concrete in the steel column 3 is filled up.
When the shock-absorbing structure of a brick-concrete structure building is used, it should be noted that, the shock-absorbing structure of the brick-concrete structure building is provided, each component is a universal standard component or a component known by a person skilled in the art, and the structure and the principle of the shock-absorbing structure can be known by the person skilled in the art through technical manuals or through conventional experimental methods.
During the use, earlier after steel reinforcement cage 1 that accomplishes as prefabrication squeezes into in the ground, can install connecting piece 2 in 1 both sides intercommunication of steel reinforcement cage, and install steel column 3 at adjacent connecting piece 2, make multiunit steel reinforcement cage 1 connect through steel column 3, thereby guarantee that whole building structure is a whole, guarantee to carry out whole rocking when receiving vibrations, avoid whole building structure to split to be destroyed, the shock attenuation effect of brick and concrete structure building has greatly been improved, detection mouth 6 that multiunit equidistance distributes is all seted up through 3 outer walls of every group steel column simultaneously, and every group detection mouth 6 one side of group all twists and is connected with the closing cap, when pouring the concrete in steel reinforcement cage 1, steel column 3 with steel reinforcement cage 1 intercommunication also can permeate a large amount of concrete, the firm and stable of brick and concrete structure building has been improved, cooperate the detection mouth 6 on the steel column 3 simultaneously, can judge whether the concrete in the steel column 3 fills up.
Claims (5)
1. The utility model provides a shock-absorbing structure of brick-concrete structure building, includes steel reinforcement cage (1), its characterized in that: the steel reinforcement cage (1) is provided with a plurality of groups, a plurality of groups of equidistantly distributed connecting pieces (2) are communicated and installed on two sides of each group of steel reinforcement cage (1), and the connecting pieces (2) on two corresponding sides are detachably installed on two sides of the steel column (3) respectively;
and a plurality of groups of bricks (4) distributed at equal intervals are laid between every two adjacent groups of reinforcement cages (1), and mortar is laid between every two adjacent groups of bricks (4).
2. The shock-absorbing structure of a brick and concrete structure building according to claim 1, wherein: the cross section of the steel column (3) is the same as that of the brick (4).
3. The shock-absorbing structure of a brick-concrete structure building according to claim 1, wherein: every group the steel reinforcement cage (1) outer wall all can be dismantled and install prefabricated template (5), prefabricated template (5) inside all with each other correspond steel column (3) communicate each other.
4. The shock-absorbing structure of a brick and concrete structure building according to claim 1, wherein: concrete is poured in each group of the reinforcement cages (1).
5. The shock-absorbing structure of a brick and concrete structure building according to claim 1, wherein: every group steel column (3) outer wall all sets up detection mouth (6) that multiunit equidistance distributes, every group detection mouth (6) one side all twists to close and is connected with the closing cap.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222531616.4U CN218060835U (en) | 2022-09-24 | 2022-09-24 | Shock-absorbing structure of brick-concrete structure building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222531616.4U CN218060835U (en) | 2022-09-24 | 2022-09-24 | Shock-absorbing structure of brick-concrete structure building |
Publications (1)
Publication Number | Publication Date |
---|---|
CN218060835U true CN218060835U (en) | 2022-12-16 |
Family
ID=84410227
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202222531616.4U Active CN218060835U (en) | 2022-09-24 | 2022-09-24 | Shock-absorbing structure of brick-concrete structure building |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN218060835U (en) |
-
2022
- 2022-09-24 CN CN202222531616.4U patent/CN218060835U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US8079189B2 (en) | Structure system of concrete building for self-heat insulation | |
CN103046665B (en) | Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof | |
CN207003470U (en) | A kind of pin-connected panel ecological anchor rod retaining wall structure | |
CN103993672A (en) | Tenon type connecting joint structure of low-rise fabricated composite wall house | |
CN218060835U (en) | Shock-absorbing structure of brick-concrete structure building | |
CN103556754A (en) | Single-line reinforcement thermal insulation bearing shear wall with T-shaped hidden posts at end parts and manufacturing method of shear wall | |
CN103556759A (en) | Insulating and bearing shearing wall with cross-shaped embedded columns at central parts and single row of reinforcing bars and method | |
CN210563378U (en) | Assembled plate combined rammed earth wall | |
CN211597171U (en) | Masonry anti-seismic wall structure | |
CN109736295B (en) | Vertical supporting system of building structure and construction method thereof | |
CN103556755A (en) | Single-line reinforcement thermal insulation bearing shear wall with L-shaped hidden posts at end parts and manufacturing method of shear wall | |
CN100587212C (en) | Block body-steel reinforced concrete tube structure and its construction method | |
CN103726592B (en) | Z-shaped column frame built-in single-row reinforcement light block body of wall and the practice | |
CN107354998B (en) | Foundation-free joint and construction method thereof | |
CN215368506U (en) | Building block type spliced elevator shaft | |
CN215166851U (en) | Combined shear wall structure | |
CN103015563B (en) | Outer-block inner-masonry building structure system | |
CN113530014A (en) | Assembly type composite wall for horizontal connection and construction method thereof | |
CN210067010U (en) | Anti-seismic low-carbon building structure | |
CN203924420U (en) | Assembling ring muscle fastens and is anchored concrete shear wall structure system | |
CN108729563B (en) | Anti-decay construction system for wood columns in archaize building wall body | |
CN109137887B (en) | Underground continuous wall structure penetrating through karst cave, construction method and supporting device | |
CN103866880B (en) | A kind of positive hexagonal prism earthquake-proof energy-saving self-heat conserving sound insulation building block body of wall | |
CN215716246U (en) | A assembled composite wall for horizontally connect | |
CN217353686U (en) | Be used for reinforced (rfd) floor of old house to add collar tie beam structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |