CN210767945U - Brick-concrete building with underground added layer - Google Patents

Brick-concrete building with underground added layer Download PDF

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Publication number
CN210767945U
CN210767945U CN201921268906.6U CN201921268906U CN210767945U CN 210767945 U CN210767945 U CN 210767945U CN 201921268906 U CN201921268906 U CN 201921268906U CN 210767945 U CN210767945 U CN 210767945U
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CN
China
Prior art keywords
brick
underground
reinforced concrete
arc
cross
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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
CN201921268906.6U
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Chinese (zh)
Inventor
叶永斌
张健明
林英文
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Fujian Xingyan Construction Group Co ltd
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Fujian Xingyan Construction Group Co ltd
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Priority to CN201921268906.6U priority Critical patent/CN210767945U/en
Application granted granted Critical
Publication of CN210767945U publication Critical patent/CN210767945U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a green building field just discloses a brick mixes building with underground increases layer, has solved present brick mixes building with underground increases layer, and the construction is troublesome, and the construction cycle is long, and resource-wasting when the construction cycle extends, can be corresponding increases the pollution of air to and the antidetonation effect is poor, the permanent problem of using of being not convenient for, it includes reinforced concrete frame, reinforced concrete frame internally mounted has the brick wall, and the inside cross draw-in groove of having seted up in reinforced concrete frame bottom, the inside cross lug that has cup jointed of cross draw-in groove, cross lug bottom mounting has the increase layer post, and increase layer post bottom mounting has the arc piece, and the base is installed in the arc piece bottom outside, the utility model discloses, reduce the construction step to in energy-concerving and environment-protective, the shock-resistant absorbing effect is better, so that permanent use.

Description

Brick-concrete building with underground added layer
Technical Field
The utility model belongs to the green building field specifically is a brick and concrete building with underground increases layer.
Background
The indoor layout of the green building is very reasonable, the use of synthetic materials is reduced as much as possible, the sunlight is fully utilized, the energy is saved, and a feeling close to the nature is created for residents; the method aims at the coordinated development of people, buildings and natural environment, creates a good and healthy living environment by utilizing natural conditions and artificial means, controls and reduces the use and damage of the natural environment as much as possible, and fully reflects the balance between asking for and returning to the nature.
The brick concrete building is characterized in that a wall, a column and the like of a vertical bearing structure in the building are built by adopting bricks or building blocks, a beam, a floor slab, a roof slab and the like which bear transversely adopt a reinforced concrete structure, namely the brick concrete structure is a structure which bears a small part of reinforced concrete and a large part of brick walls, the brick concrete structure is a mixed structure system which is formed by adopting the brick walls to bear the weight, the reinforced concrete beam, the column plate and the like, is changed into a frame structure, and is in a reinforced concrete structure.
However, the existing brick-concrete building with an underground added layer is troublesome in construction, long in construction period, and resource-wasting, and when the construction period is prolonged, the pollution of air is correspondingly increased, and the existing brick-concrete building is poor in anti-seismic effect and inconvenient to use for a long time.
Disclosure of Invention
To the above situation, for overcoming prior art's defect, the utility model provides a brick mixes building with underground increases layer, the effectual present brick that has underground increases layer of having solved mixes the building, and the construction is troublesome, and the construction cycle is long, and the wasting of resources when the construction cycle extends, can corresponding increase the pollution of air to and the antidetonation effect is poor, the permanent problem of using of being not convenient for.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a brick concrete building with underground increases layer, includes reinforced concrete frame, reinforced concrete frame internally mounted has the brick wall, and the inside cross draw-in groove of having seted up in reinforced concrete frame bottom, the inside cross lug that has cup jointed of cross draw-in groove, cross lug bottom mounting has the increase layer post, and increase layer post bottom mounting has the arc piece, and the base is installed in the arc piece bottom outside.
Preferably, the base includes base block, arc wall and damper, and the base block has seted up the arc wall corresponding to arc block outside position department, and damper is all installed in base block bottom four corners.
Preferably, the damping assembly comprises a lower damping sleeve, an upper damping sleeve, an arc piece, an oval block and a damping spring, the upper damping sleeve is installed right above the lower damping sleeve, the arc piece is installed on the middle side of the top end inside the lower damping sleeve and the middle side of the bottom end inside the upper damping sleeve, the oval block is installed between the arc pieces, and both sides of the top end of the lower damping sleeve and both sides of the bottom end of the upper damping sleeve are connected with the damping spring.
Preferably, the inside of the cross clamping groove is provided with anti-skidding lines, and the outer side of the cross lug is provided with anti-skidding grooves.
Preferably, the outer side of the damping component is sleeved with a telescopic protective sleeve outside the lower damping sleeve and the upper damping sleeve.
Preferably, the outer side of the bottom of the reinforced concrete frame and the outer side of the top of the storey-adding column are sleeved with reinforcing sleeves.
Compared with the prior art, the beneficial effects of the utility model are that:
1) the reinforced concrete frame is embedded in a specified position, the storey-adding column is installed on the base, the bottom of the reinforced concrete frame is installed on the storey-adding column through connection of the cross clamping groove and the cross lug, then the bottom of the reinforced concrete frame is connected through reinforcing steel bars, concrete is poured to form the reinforced concrete frame, and then the brick is built to form the brick wall;
2) through being provided with base block, arc wall, damper, lower damping sleeve, go up damping sleeve, arc piece, ellipsoid piece and damping spring, when vibrations, earlier through the cooperation of arc piece and arc wall to in the arc wall round trip movement through the arc piece, play the limited shock attenuation, and the elastic deformation shock attenuation between damper inside arc piece and the ellipsoid piece, with damping spring's shock attenuation assistance, so that reach better shock-proof absorbing effect.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic structural view of the cross slot of the present invention;
fig. 3 is a schematic structural view of the cross-shaped projection of the present invention;
fig. 4 is a schematic structural view of the base of the present invention;
FIG. 5 is a schematic structural view of the shock absorbing assembly of the present invention;
in the figure: 1. a reinforced concrete frame; 2. brick walls; 3. a cross clamping groove; 4. a cross-shaped bump; 5. a build-up column; 6. a reinforcing sleeve; 7. an arc-shaped block; 8. a base; 81. a base block; 82. an arc-shaped slot; 83. a shock absorbing assembly; 831. a lower damping sleeve; 832. mounting a damping sleeve; 833. an arc-shaped sheet; 834. an ellipsoid block; 835. a shock absorbing spring.
Detailed Description
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 only some embodiments of the present invention, not all embodiments; based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Embodiment one, given by figure 1, figure 2 and figure 3, the utility model discloses a reinforced concrete frame 1, reinforced concrete frame 1 internally mounted has brick wall 2, carries out normal use, reinforced concrete frame 1 bottom is inside has seted up cross draw-in groove 3, cross lug 4 has been cup jointed to cross draw-in groove 3 inside, through the cooperation of cross draw-in groove 3 with cross lug 4, so that reinforced concrete frame 1 and the connection of adding layer post 5, cross lug 4 bottom mounting has adding layer post 5, 5 bottom mounting of adding layer post has arc piece 7, base 8 is installed in the 7 bottom outsides of arc piece.
Second embodiment, on the basis of first embodiment, given by fig. 4, base 8 includes base block 81, arc wall 82 and damper 83, and base block 81 has seted up arc wall 82 corresponding to arc 7 outside position department, and the damper 83 is all installed to the installation of the arc 7 of being convenient for, base block 81 bottom four corners, carries out normal shock attenuation.
Third embodiment, on the basis of the second embodiment, as shown in fig. 5, the damping component 83 includes a lower damping sleeve 831, an upper damping sleeve 832, an arc-shaped piece 833, an ellipsoid block 834 and a damping spring 835, the upper damping sleeve 832 is installed right above the lower damping sleeve 831, the arc-shaped piece 833 is installed on the middle side of the top end inside the lower damping sleeve 831 and the middle side of the bottom end inside the upper damping sleeve 832, the ellipsoid block 834 is installed between the arc-shaped pieces 833, both sides of the top end of the lower damping sleeve 831 and both sides of the bottom end of the upper damping sleeve 832 are connected with the damping spring 835, and the damping use is facilitated by the cooperation between the lower damping sleeve 831, the upper damping sleeve 832, the arc-shaped piece 833, the ellipsoid block 834 and the damping spring 835.
In the fourth embodiment, on the basis of the first embodiment, the inside of the cross slot 3 is provided with the anti-slip pattern, and the outside of the cross bump 4 is provided with the anti-slip groove, so that the friction between the cross slot 3 and the cross bump 4 is increased, and the use is facilitated.
Fifth embodiment, on the basis of the third embodiment, as shown in fig. 5, a telescopic protection sleeve is sleeved outside the lower damping sleeve 831 and the upper damping sleeve 832 on the outer side of the damping assembly 83, so as to protect the components inside the damping assembly 83.
In the sixth embodiment, based on the first embodiment, as shown in fig. 1, a reinforcing sleeve 6 is sleeved on the outer side of the bottom of the reinforced concrete frame 1 and the outer side of the top of the storey-adding column 5, so that the strength of the joint of the reinforced concrete frame 1 and the storey-adding column 5 is increased.
The working principle is as follows: the base 8 is buried at the appointed position, the storey-adding column 5 is arranged on the base 8, the bottom of the reinforced concrete frame 1 is arranged on the storey-adding column 5 through the connection of the cross clamping groove 3 and the cross convex block 4, then the bottom of the reinforced concrete frame 1 is connected through the steel bars, concrete is poured to form the reinforced concrete frame 1, then brick laying is carried out to form a brick wall 2, by using the reinforcing sleeve 6, the strength of the joint of the reinforced concrete frame 1 and the storey-adding column 5 is increased, the construction steps are reduced, so that the energy is saved and the environment is protected, when in vibration, the arc-shaped block 7 is matched with the arc-shaped groove 82 so as to be convenient to move back and forth in the arc-shaped groove 82 through the arc-shaped block 7 to play a role in limiting shock absorption, and the elastic deformation between the arc-shaped piece 833 and the ellipsoid block 834 inside the shock-absorbing component 83, and damping assistance with damping spring 835 to achieve better shock damping.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. A brick-concrete building with underground addition comprises a reinforced concrete frame (1), and is characterized in that: the reinforced concrete frame (1) internally mounted has brick wall (2), and inside cross draw-in groove (3) of having seted up in reinforced concrete frame (1) bottom, cross lug (4) have been cup jointed to cross draw-in groove (3) inside, and cross lug (4) bottom mounting has increase layer post (5), and increase layer post (5) bottom mounting has arc piece (7), and base (8) are installed in arc piece (7) bottom outside.
2. A brick and concrete building with underground addition according to claim 1, characterized in that: base (8) are including base block (81), arc wall (82) and damper (83), and base block (81) have seted up arc wall (82) corresponding to arc block (7) outside position department, and damper (83) are all installed to base block (81) bottom four corners.
3. A brick and concrete building with underground addition according to claim 2, characterized in that: damping component (83) are including shock attenuation cover (831) down, go up shock attenuation cover (832), arc piece (833), ellipsoid piece (834) and damping spring (835), install shock attenuation cover (832) directly over shock attenuation cover (831) down, arc piece (833) are all installed to the side in the inside top of lower shock attenuation cover (831) and the inside bottom of last shock attenuation cover (832), install ellipsoid piece (834) between arc piece (833), shock attenuation cover (831) top both sides all are connected with damping spring (835) with last shock attenuation cover (832) bottom both sides down.
4. A brick and concrete building with underground addition according to claim 1, characterized in that: anti-skidding lines are arranged inside the cross clamping grooves (3), and anti-skidding grooves are arranged on the outer sides of the cross convex blocks (4).
5. A brick and concrete building with underground addition according to claim 3, characterized in that: the outer sides of the shock absorption components (83) are located at the outer sides of the lower shock absorption sleeve (831) and the upper shock absorption sleeve (832) and are sleeved with a telescopic protective sleeve.
6. A brick and concrete building with underground addition according to claim 1, characterized in that: and the outer side of the bottom of the reinforced concrete frame (1) and the outer side of the top of the storey-adding column (5) are sleeved with a strengthening sleeve (6).
CN201921268906.6U 2019-08-07 2019-08-07 Brick-concrete building with underground added layer Expired - Fee Related CN210767945U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921268906.6U CN210767945U (en) 2019-08-07 2019-08-07 Brick-concrete building with underground added layer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921268906.6U CN210767945U (en) 2019-08-07 2019-08-07 Brick-concrete building with underground added layer

Publications (1)

Publication Number Publication Date
CN210767945U true CN210767945U (en) 2020-06-16

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921268906.6U Expired - Fee Related CN210767945U (en) 2019-08-07 2019-08-07 Brick-concrete building with underground added layer

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111705937A (en) * 2020-06-20 2020-09-25 李庆磊 Assembly type building main structure convenient to install
CN113047430A (en) * 2021-04-07 2021-06-29 西安建筑科技大学 Assembled concrete frame structure cross tenon formula vertical bolted connection node

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111705937A (en) * 2020-06-20 2020-09-25 李庆磊 Assembly type building main structure convenient to install
CN113047430A (en) * 2021-04-07 2021-06-29 西安建筑科技大学 Assembled concrete frame structure cross tenon formula vertical bolted connection node

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Granted publication date: 20200616