CN108086512A - A kind of shock resistance house architectural structure system and its assembly method - Google Patents
A kind of shock resistance house architectural structure system and its assembly method Download PDFInfo
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- CN108086512A CN108086512A CN201711440090.6A CN201711440090A CN108086512A CN 108086512 A CN108086512 A CN 108086512A CN 201711440090 A CN201711440090 A CN 201711440090A CN 108086512 A CN108086512 A CN 108086512A
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- concrete
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/025—Structures with concrete columns
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- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to anti-vibration house technical fields, especially a kind of shock resistance house architectural structure system and its assembly method, a kind of shock resistance house architectural structure system, including four concrete columns and open up four melt pits on the ground, the position of four concrete columns and four melt pits corresponds respectively, the bottom of the concrete column is located at the inner bottom surface of melt pit, the outside of melt pit is extended at the top of the concrete column, the inner bottom surface of four melt pits is placed with the first steel bar framework, four the first steel bar frameworks are arranged respectively along the surrounding side of four concrete columns, the side of four concrete columns, which is run through, is equipped with multiple metallic rods, the second metallic plate corresponding with multiple metallic rod end positions is welded at the top of four first steel bar frameworks.The present invention improves the anti-seismic performance in house, so that people live, the safety is improved.
Description
Technical field
The present invention relates to anti-vibration house technical field more particularly to a kind of shock resistance house architectural structure system and its assemblings
Method.
Background technology
The house of existing masonry, shearing resistance, tension and anti-seismic performance are not ideal enough, and building cost is very high, and often one
Institute house is the savings of one family decades, and displacement or resettlement are unable to after having built up, and runs into the requisition of urban planning State owned land
When, it can only remove as construction waste, both greatly waste resource.
The content of the invention
The purpose of the present invention is to solve the house of masonry in the prior art, shearing resistance, tension and antidetonations
The shortcomings that performance is not ideal enough, and a kind of shock resistance house architectural structure system and its assembly method proposed.
To achieve these goals, present invention employs following technical solutions：
A kind of shock resistance house architectural structure system is designed, including four concrete columns and opens up four melt pits on the ground,
The position of four concrete columns and four melt pits corresponds respectively, and the bottom of the concrete column is located at the inner bottom of melt pit
Face extends to the outside of melt pit at the top of the concrete column, and the inner bottom surface of four melt pits is placed with the first steel bar framework,
Four the first steel bar frameworks are arranged respectively along the surrounding side of four concrete columns, and the side of four concrete columns is passed through
It is equipped with multiple metallic rods, corresponding with multiple metallic rod end positions the is welded at the top of four first steel bar frameworks
Two metallic plates, one end of multiple second metallic plates extend respectively to the both ends bottom of multiple metallic rods and are welded to each other solid
Fixed, the inside of the melt pit is filled with precast concrete, and multiple lacing wires, adjacent two coagulations are reserved on four concrete columns
Bindiny mechanism is equipped between earth pillar, the bindiny mechanism includes about two metal derbies being arranged in parallel, a left side for two metal derbies
The first metallic plate is welded between right both ends, two the first metallic plates are socketed in multiple lacing wires and are welded to each other solid respectively
It is fixed.
Preferably, several equidistant arrangements and the reinforcing rib for the setting that assumes diamond in shape are welded between two metal derbies.
Preferably, the concrete column is internally provided with the second steel bar framework, and the second steel bar framework and lacing wire welding be solid
It is fixed.
Preferably, first metallic plate is in arc-shaped
The present invention also provides a kind of assembly methods of shock resistance house architectural structure system, comprise the following steps：
S1, four melt pits are first dug on ground, a layer concrete mortar is then poured into the inside of melt pit, and is made on mortar
Make the second steel bar framework, and fix multiple metallic rods and the multiple drawings of welding respectively in the bottom of the second steel bar framework and top
Concrete blinding is then fixed completion by muscle in the surrounding of the second steel bar framework according to the size and shape of concrete column,
Concrete is poured into template and passed through after the completion of fixing by concrete blinding can be abundant by concrete vibration bar concrete
Uniformly it is filled in concrete blinding；
S2, after the completion of concrete column form removal, maintenance, along the side of concrete column bottom around the first steel bar framework, then
The second metallic plate corresponding with metallic rod position is welded on the first steel bar framework, it is then that the second metallic plate and metallic rod is mutual
Welding, precast concrete is poured into melt pit after the completion of welding and passes through concrete vibration bar precast concrete to fill
Divide and be uniformly filled in melt pit；
S3, multiple first metallic plates are respectively welded in corresponding multiple lacing wires, then in two adjacent coagulations
About two metal derbies that are arranged in parallel are welded between two the first metallic plates on earth pillar, are welded between two metal derbies
Multiple reinforcing ribs, so as to improve the stability of the concrete column adjacent to two.
A kind of shock resistance house architectural structure system and its assembly method, advantageous effect proposed by the present invention are：Pass through
The first steel bar framework, metallic rod, precast concrete and the second metallic plate are added in, for improving concrete column shock resistance so that single
The stability of a concrete column improves；By adding in lacing wire, metal derby and the first metallic plate, for improving two adjacent coagulations
The stability connected between earth pillar further improves the anti-seismic performance in house.The present invention improves the anti-seismic performance in house, so as to
So that people live, the safety is improved.
Description of the drawings
Fig. 1 is a kind of structure diagram of shock resistance house architectural structure system proposed by the present invention；
Fig. 2 is a kind of metal derby of shock resistance house architectural structure system proposed by the present invention and the signal of concrete column connection structure
Figure.
In figure：Concrete column 1, metallic rod 2, lacing wire 3, reinforcing rib 4, metal derby 5, the first metallic plate 6, the second metallic plate 7,
Precast concrete 8, melt pit 9, the first steel bar framework 10, the second steel bar framework 11.
Specific embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation is retouched, it is clear that the embodiment retouched is only part of the embodiment of the present invention, instead of all the embodiments.
With reference to Fig. 1-2, a kind of shock resistance house architectural structure system including four concrete columns 1 and opens up on the ground
Four melt pits 9, the position of four concrete columns 1 and four melt pits 9 corresponds respectively, and the bottom of concrete column 1 is located at ground
The inner bottom surface in hole 9, the top of concrete column 1 extend to the outside of melt pit 9, and the inner bottom surfaces of four melt pits 9 is placed with the
One steel bar framework 10, four the first steel bar frameworks 10 are arranged respectively along the surrounding side of four concrete columns 1, four concrete
The side of column 1, which is run through, is equipped with multiple metallic rods 2, and four 10 tops of the first steel bar framework are welded with and multiple 2 liang of metallic rods
Corresponding second metallic plate 7 of end position, one end of multiple second metallic plates 7 extend respectively to the both ends bottom of multiple metallic rods 2
And fixation is welded to each other, the inside of melt pit 9 is filled with precast concrete 8, and multiple lacing wires 3, phase are reserved on four concrete columns 1
It is equipped with bindiny mechanism between two adjacent concrete columns 1, bindiny mechanism includes about two metal derbies 5 being arranged in parallel, two
It is welded with several equidistant arrangements and the reinforcing rib 4 for the setting that assumes diamond in shape between metal derby 5, improves anti-between two metal derbies 5
Performance is pressed, so as to improve the stability connected between two metal derbies 5 and anti seismic efficiency.
The first metallic plate 6 is welded between the left and right ends of two metal derbies 5, the first metallic plate 6 is in arc-shaped, is used for
The waste of material is reduced, and arc-shaped side is not easy to damage human body when mounted, and two the first metallic plates 6 are equal respectively
It is socketed in multiple lacing wires 3 and is welded to each other fixation, concrete column 1 is internally provided with the second steel bar framework 11, and the second reinforcing bar
Frame 11 is welded and fixed with lacing wire 3, improves the stability of position at lacing wire 3.
The present invention also provides a kind of assembly methods of shock resistance house architectural structure system, comprise the following steps：
S1, four melt pits 9 are first dug on ground, a layer concrete mortar is then poured into the inside of melt pit 9, and on mortar
The second steel bar framework 11 is made, and fixes multiple metallic rods 2 and welding respectively in the bottom and top of the second steel bar framework 11
Multiple lacing wires 3 then consolidate concrete blinding according to the size and shape of concrete column 1 in the surrounding of the second steel bar framework 11
It is fixed to complete, concrete is poured into template after the completion of concrete blinding fixation and is passed through concrete vibration bar concrete
Can be full and uniform be filled in concrete blinding；
S2, after the completion of 1 form removal of concrete column, maintenance, along the side of 1 bottom of concrete column around the first steel bar framework 10,
Then the second metallic plate 7 corresponding with 2 position of metallic rod is welded on the first steel bar framework 10, then by 7 He of the second metallic plate
Metallic rod 2 is welded to each other, and precast concrete 8 is poured into melt pit 9 after the completion of welding and to pass through concrete vibration bar pre-
Concrete eight processed can be full and uniform be filled in melt pit 9；
S3, multiple first metallic plates 6 are respectively welded in corresponding multiple lacing wires 3, it is then adjacent mixed at two
About two metal derbies 5 that are arranged in parallel are welded between two the first metallic plates 6 on solidifying earth pillar 1, between two metal derbies 5
Multiple reinforcing ribs 4 are welded with, so as to improve the stability of the concrete column 1 adjacent to two.
The foregoing is only a preferred embodiment of the present invention, but protection scope of the present invention be not limited thereto,
Any one skilled in the art in the technical scope disclosed by the present invention, technique according to the invention scheme and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (5)
1. a kind of shock resistance house architectural structure system, including four concrete columns（1）With open up four melt pits on the ground
（9）, four concrete columns（1）With four melt pits（9）Position correspond respectively, the concrete column（1）Bottom be located at
Melt pit（9）Inner bottom surface, the concrete column（1）Top extend to melt pit（9）Outside, which is characterized in that four ground
Hole（9）Inner bottom surface be placed with the first steel bar framework（10）, four the first steel bar frameworks（10）Respectively along four coagulations
Earth pillar（1）Surrounding side arrangement, four concrete columns（1）Side run through be equipped with multiple metallic rods（2）, four institutes
State the first steel bar framework（10）Top is welded with and multiple metallic rods（2）Corresponding second metallic plate of end positions（7）, it is multiple
Second metallic plate（7）One end extend respectively to multiple metallic rods（2）Both ends bottom and be welded to each other fixation, describedly
Hole（9）Inside be filled with precast concrete（8）, four concrete columns（1）On be reserved with multiple lacing wires（3）, adjacent two
Concrete column（1）Between be equipped with bindiny mechanism, the bindiny mechanism include about two metal derbies being arranged in parallel（5）, two
Metal derby（5）Left and right ends between be welded with the first metallic plate（6）, two the first metallic plates（6）It is socketed in respectively more
A lacing wire（3）It goes up and is welded to each other fixation.
2. a kind of shock resistance house architectural structure system according to claim 1 and, which is characterized in that two metals
Block（5）Between be welded with several equidistant arrangements and the reinforcing rib for the setting that assumes diamond in shape（4）.
A kind of 3. shock resistance house architectural structure system according to claim 1, which is characterized in that the concrete column
（1）Be internally provided with the second steel bar framework（11）, and the second steel bar framework（11）With lacing wire（3）It is welded and fixed.
A kind of 4. shock resistance house architectural structure system according to claim 1, which is characterized in that first metallic plate
（6）In arc-shaped.
5. a kind of assembly method of shock resistance house architectural structure system according to claim 1, which is characterized in that including
Following steps：
S1, four melt pits are first dug on ground（9）, then in melt pit（9）Inside pour into a layer concrete mortar, and in sand
The second steel bar framework is made on slurry（11）, and in the second steel bar framework（11）Bottom and top in respectively fix multiple metallic rods
（2）With the multiple lacing wires of welding（3）, then in the second steel bar framework（11）Surrounding according to concrete column（1）Size and shape
Concrete blinding is fixed and completed by shape, is poured into template concrete after the completion of concrete blinding fixation and is passed through concrete
Vibrating head enables concrete is full and uniform to be filled in concrete blinding；
S2, in concrete column（1）After the completion of form removal, maintenance, along concrete column（1）The side of bottom surrounds the first steel bar framework
（10）, then in the first steel bar framework（10）Upper welding and metallic rod（2）Corresponding second metallic plate in position（7）, then by
Two metallic plates（7）And metallic rod（2）It is welded to each other, in melt pit after the completion of welding（9）Inside pour into precast concrete（8）And pass through
Concrete vibration bar causes precast concrete（8）Can be full and uniform be filled in melt pit（9）In；
S3, by multiple first metallic plates（6）It is respectively welded at corresponding multiple lacing wires（3）On, it is then adjacent at two
Concrete column（1）On two the first metallic plates（6）Between be welded with about two metal derbies that are arranged in parallel（5）, at two
Metal derby（5）Between be welded with multiple reinforcing ribs（4）, so as to improve the concrete column adjacent to two（1）Stability.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711440090.6A CN108086512A (en) | 2017-12-27 | 2017-12-27 | A kind of shock resistance house architectural structure system and its assembly method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711440090.6A CN108086512A (en) | 2017-12-27 | 2017-12-27 | A kind of shock resistance house architectural structure system and its assembly method |
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| CN108086512A true CN108086512A (en) | 2018-05-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201711440090.6A Pending CN108086512A (en) | 2017-12-27 | 2017-12-27 | A kind of shock resistance house architectural structure system and its assembly method |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2967336B2 (en) * | 1996-09-03 | 1999-10-25 | 豊 清水 | Architectural fittings |
| CN202519793U (en) * | 2012-04-23 | 2012-11-07 | 厦门华旸建筑工程设计有限公司 | Structure of connected node between concrete column and steel beam |
| CN104989013A (en) * | 2015-07-10 | 2015-10-21 | 浙江大学宁波理工学院 | Anti-seismic frame shear wall and construction method thereof |
| CN205348212U (en) * | 2016-02-01 | 2016-06-29 | 闫宪华 | Prefabricated assembled combination column base |
| CN106703245A (en) * | 2016-12-08 | 2017-05-24 | 华侨大学 | Reinforced concrete mixed shear wall with replaceable earthquake damaged part |
| CN106978853A (en) * | 2017-05-05 | 2017-07-25 | 哈尔滨工业大学深圳研究生院 | A kind of controllable steel node of prefabricated assembled concrete structural plasticity |
-
2017
- 2017-12-27 CN CN201711440090.6A patent/CN108086512A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2967336B2 (en) * | 1996-09-03 | 1999-10-25 | 豊 清水 | Architectural fittings |
| CN202519793U (en) * | 2012-04-23 | 2012-11-07 | 厦门华旸建筑工程设计有限公司 | Structure of connected node between concrete column and steel beam |
| CN104989013A (en) * | 2015-07-10 | 2015-10-21 | 浙江大学宁波理工学院 | Anti-seismic frame shear wall and construction method thereof |
| CN205348212U (en) * | 2016-02-01 | 2016-06-29 | 闫宪华 | Prefabricated assembled combination column base |
| CN106703245A (en) * | 2016-12-08 | 2017-05-24 | 华侨大学 | Reinforced concrete mixed shear wall with replaceable earthquake damaged part |
| CN106978853A (en) * | 2017-05-05 | 2017-07-25 | 哈尔滨工业大学深圳研究生院 | A kind of controllable steel node of prefabricated assembled concrete structural plasticity |
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| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 325000 Room 101, 832 Gaotong Road, Panqiao Street, Ouhai District, Wenzhou City, Zhejiang Province Applicant after: ZHEJIANG ZHENGLI HIGH TECHNOLOGY CONSTRUCTION CO., LTD. Address before: 325000 Room 301-310, Building 3, Great Wall Group, Jingshan Street, Ouhai, Wenzhou City, Zhejiang Province Applicant before: Wenzhou Zhonghai Construction Co., Ltd. |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180529 |
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| RJ01 | Rejection of invention patent application after publication |