CN108517984A - A kind of elastic connecting device of masonry filler wall and agent structure - Google Patents
A kind of elastic connecting device of masonry filler wall and agent structure Download PDFInfo
- Publication number
- CN108517984A CN108517984A CN201810506008.3A CN201810506008A CN108517984A CN 108517984 A CN108517984 A CN 108517984A CN 201810506008 A CN201810506008 A CN 201810506008A CN 108517984 A CN108517984 A CN 108517984A
- Authority
- CN
- China
- Prior art keywords
- tire rubber
- waste tire
- steel tank
- rubber block
- reserved
- 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.)
- Pending
Links
- 239000000945 filler Substances 0.000 title claims abstract description 19
- 239000003795 chemical substances by application Substances 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 27
- 239000010959 steel Substances 0.000 claims abstract description 27
- 239000010920 waste tyre Substances 0.000 claims abstract description 26
- 239000000835 fiber Substances 0.000 claims description 14
- 239000004570 mortar (masonry) Substances 0.000 claims description 8
- 230000007613 environmental effect Effects 0.000 abstract description 5
- 230000008901 benefit Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 5
- 239000011449 brick Substances 0.000 description 4
- 238000003912 environmental pollution Methods 0.000 description 3
- 230000001965 increasing effect Effects 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000003566 sealing material Substances 0.000 description 2
- 230000000087 stabilizing effect Effects 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- -1 finally Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000035772 mutation Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
Abstract
The invention discloses the elastic connecting devices of a kind of masonry filler wall and agent structure, including reserving anchor rib and nut in steel tank, waste tire rubber block, main body, the steel tank is U-shaped, the waste tire rubber block is upper thick and lower thin structure, reserve hole in the corresponding position of steel tank and waste tire rubber block, anchor rib is reserved in main body to penetrate in the hole that steel tank is reserved with waste tire rubber block, and is fixed using nut.Present invention efficiently solves " black pollution " problems, realize the purpose of the useless environmental protection of profit；And have many advantages, such as good integrity, simple structure, it is safe and reliable, easy for construction, structure partial anti-seismic performance can be improved.
Description
Technical field
The present invention relates to a kind of building attachment devices, even more particularly to the elasticity of a kind of masonry filler wall and agent structure
Connection device.
Background technology
With the increase of cars ' entry into family and ownership, waste and used rubber tyre quantity is continuously increased, and occupies big quantity space,
As the significant threat of environmental pollution.How effective recycling, avoid " black pollution ", be that one of facing mankind is worldwide
Problem.
It is the effective way of environmental protection and waste utilization by waste rubber tire applications in civil engineering.
The connection etc. that frame wall filled with masonry rigid connection is primarily referred to as taking the intensity for increasing component or increasing between component is arranged
It applies, by performances such as the globalities of raising structure, resists the influence of earthquake.Its maximum drawback is：The patch of column and filling wall
It builds, changes Stiffness Distribution or the rigidity mutation of frame structure from part, form weak floor, change the deformation shape of corresponding pillar
State；In geological process, rigidly connected filling wall autoclasia is serious, while main component to structure and structural system
Overall performance adversely affects.
Current frame structure is asked with the connection type of filling wall using the Outside-plate stabilizing of filling wall when the mode of disengagement
Topic less disengages mode and protrudes, and is not often used.
The drawbacks of to overcome rigid connection,《The masonry filler wall detail of construction》Filling wall and main body are proposed in 10SG64-2
Interstructural flexible connection scheme,《Seismic design provision in building code》（GB50011-2011) the 13.2.1 articles regulation：Even to flexibility
The building element connect, can be not counted in rigidity, you can not consider stiffness contribution of the masonry filler wall to agent structure.Therefore, in master
Body earthquake-resistant structure can not have to reduction coefficient natural vibration period for considering agent structure when checking, the design for facilitating concrete structure is answered
With.However, there is no the stiffness contribution that effective flexible connection forms can solve masonry filler wall to agent structure at present.
Invention content
The purpose of the present invention is to provide the elastic connecting devices of a kind of masonry filler wall and agent structure, to solve masonry
Fill stiffness contribution and problem of environmental pollution of the wall to concrete main body structure.
Of the existing technology in order to solve the problems, such as, the technical solution adopted by the present invention is：
A kind of elastic connecting device of masonry filler wall and agent structure, including reserved in steel tank, waste tire rubber block, main body
Anchor rib and nut, the steel tank are U-shaped, and the waste tire rubber block is upper thick and lower thin structure, steel tank and discarded
Hole is reserved in the corresponding position of rubber for tire block, and anchor rib is reserved in main body, and to penetrate steel tank reserved with waste tire rubber block
Hole in, and be fixed using nut.
The waste tire rubber block is made of discarded car tyres.
Suitable for matching fiber grid masonry frame wall filled with masonry, according to the laying of actual building block modulus and horizontal fibre grid
Highly, along spacing≤500mm of the embedding two neighboring flexible connector of frame column short transverse, pacify along Vierendeel girder length direction
Spacing≤1000mm of the two neighboring flexible connector of dress.
The both ends of the fiber grid are laid in after passing through steel tank in mortar, and the freedom length that both ends reserve is identical,
Two free segments are connected block short transverse along waste tire rubber again to turn down and be embedded in next layer of mortar.
Advantage for present invention is with advantageous effect：
A kind of elastic connecting device of masonry filler wall and agent structure of the present invention, due to U-shaped steel slot, steel tank and discarded wheel
Hole is reserved in the corresponding position of tire rubber block, and anchor rib is reserved in main body and penetrates what steel tank was reserved with waste tire rubber block
In hole, and it is fixed using nut.The filling wall built by laying bricks or stones using the present invention is disengaged between frame column and filling wall, is separated
Interaction between frame column and filling wall eliminates stiffness contribution of the filling wall to concrete main body structure.The present invention by
U-shaped steel slot will fill the clamping of wall both ends, it can be ensured that Outside-plate stabilizing.The filling wall body frame built by laying bricks or stones using attachment device of the present invention
The anti-seismic performance enhancing of frame and filling wall, can be greatly lowered environmental pollution, effectively be recycled, kept away to waste tire
Exempt from " black pollution ", responds Environmental Protection in China policy, contribute share for environmental protection.Present invention efficiently solves " black pollutions "
Problem realizes the purpose of the useless environmental protection of profit；And with good integrity, simple structure, safe and reliable, easy for construction, Neng Gouti
The advantages that high structure partial anti-seismic performance, there is important economy and society to imitate energy-saving, the industrialization development of construction wall
Benefit has a extensive future.
Description of the drawings
Fig. 1 is the three-dimensional structure diagram of a kind of masonry filler wall of the present invention and the elastic connecting device of agent structure.
Fig. 2 is the vertical view of a kind of masonry filler wall of the present invention and the elastic connecting device of agent structure.
Fig. 3 is the three-dimensional structure diagram of steel tank.
Fig. 4 is the three-dimensional structure diagram of waste tire rubber block.
Fig. 5 is the schematic diagram for building filling wall by laying bricks or stones using attachment device of the present invention.
Fig. 6 is that fiber grid is laid with schematic diagram when building filling wall by laying bricks or stones using attachment device of the present invention.
In figure, 1 is steel tank；2 be waste tire rubber block；Interior reserved anchor rib based on 3；4 be nut；5 be frame column；
6 be Vierendeel girder；7 be fiber grid；8 be masonry filler wall；9 be flexible sealing material.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts all other
Embodiment shall fall within the protection scope of the present invention.
As shown in Figure 1, 2, a kind of elastic connecting device of masonry filler wall and agent structure of the present invention, including it is steel tank 1, useless
It abandons rubber for tire block 2, reserve anchor rib 3 and nut 4 in main body.As shown in figure 3, the steel tank is U-shaped.As shown in figure 4, institute
The waste tire rubber block stated is made of discarded car tyres, is integrally upper thick and lower thin structure, and longitudinal section is L-shaped
Shape, hole is reserved in the thin portion of waste tire rubber block, and the bottom of steel tank is corresponding with the hole on waste tire rubber block
Position at be reserved with same hole, anchor rib 3 will be reserved in body frame trestle 5 and Vierendeel girder 6 and penetrates steel tank and discarded wheel
It in the reserved hole of tire rubber block, and is fixed using nut 4, ensures that flexible connector is not pulled out in use.
The inner surface of frame column 5 and Vierendeel girder 6 is provided with flexible sealing material 9.
As shown in Figure 5,6, according to the laying height of actual building block modulus and horizontal fibre grid 7, along 5 height of frame column
Spacing≤500mm of the embedding two neighboring flexible connector in direction, along the two neighboring elasticity of 6 length direction of Vierendeel girder installation
Spacing≤1000mm of connector.
As shown in Figure 5,6, the both ends of the fiber grid are laid in after passing through steel tank in mortar, the freedom that both ends reserve
Segment length is identical, then two free segments are connected block short transverse along waste tire rubber and turns down and is embedded in next layer of mortar.
The application method of the present invention is as follows：
It takes waste tire rubber block to pass through pre-buried anchor rib in main body first, waste tire rubber block plane is made to be adjacent to frame；
The fiber grid for intercepting sufficient length is laid in mortar after 7 both ends of fiber grid are passed through steel tank 1, by fiber grid both ends
The freedom length reserved is identical, then two free segments are connected 2 short transverse of block along waste tire rubber and turns down and is embedded in next
In layer mortar, finally, steel tank is passed through into pre-buried anchor rib in frame, and be fixed using nut.
It should be noted that elastic connecting device of the present invention cannot be only used for the masonry filler wall of above-mentioned configuration fiber grid
Connection between 8 and main body frame, it can also be used to which the connection of the filling wall and main body frame of the traditional tension rib of configuration, the two exist
Within protection scope of the present invention.
The above, only presently preferred embodiments of the present invention, are not intended to limit the invention, every skill according to the present invention
Art essence should be included in technical solution of the present invention to any trickle amendment, equivalent replacement and improvement made by above example
Protection domain within.
Claims (4)
1. the elastic connecting device of a kind of masonry filler wall and agent structure, it is characterised in that：Including steel tank（1）, waste tire
Rubber block（2）, anchor rib is reserved in main body（3）With nut（4）, the steel tank is U-shaped, and the waste tire rubber block is
Hole is reserved in the corresponding position of upper thick and lower thin structure, steel tank and waste tire rubber block, and anchor rib is reserved in main body（3）
It penetrates in the hole that steel tank is reserved with waste tire rubber block, and uses nut（4）It is fixed.
2. the elastic connecting device of a kind of masonry filler wall and agent structure according to claim 1, it is characterised in that：Institute
The waste tire rubber block stated is made of discarded car tyres.
3. the elastic connecting device of a kind of masonry filler wall and agent structure according to claim 1, it is characterised in that：It is suitable
For matching fiber grid masonry frame wall filled with masonry, according to actual building block modulus and horizontal fibre grid（7）Laying height, edge
Frame column（5）Spacing≤500mm of the embedding two neighboring flexible connector of short transverse, along Vierendeel girder（6）Length direction is pacified
Spacing≤1000mm of the two neighboring flexible connector of dress.
4. the elastic connecting device of a kind of masonry filler wall and agent structure according to claim 3, it is characterised in that：Institute
The fiber grid stated（7）Both ends pass through steel tank（1）After be laid in mortar, the freedom length that both ends reserve is identical, then will
Two free segments connect block along waste tire rubber（2）Short transverse is turned down and is embedded in next layer of mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810506008.3A CN108517984A (en) | 2018-05-24 | 2018-05-24 | A kind of elastic connecting device of masonry filler wall and agent structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810506008.3A CN108517984A (en) | 2018-05-24 | 2018-05-24 | A kind of elastic connecting device of masonry filler wall and agent structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108517984A true CN108517984A (en) | 2018-09-11 |
Family
ID=63427474
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810506008.3A Pending CN108517984A (en) | 2018-05-24 | 2018-05-24 | A kind of elastic connecting device of masonry filler wall and agent structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108517984A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110295675A (en) * | 2019-06-26 | 2019-10-01 | 上海原构设计咨询有限公司 | A kind of prefabricated non-stress Side fascia and main body stress cast-in-place shear wall Joining Technology |
| CN110374207A (en) * | 2019-06-18 | 2019-10-25 | 中国建筑东北设计研究院有限公司 | A kind of connection structure and its construction method of dregs blockwork and assembled general frame |
| CN111236466A (en) * | 2020-01-08 | 2020-06-05 | 宜宾戊辰建设有限公司 | House building wall structure and construction method |
| CN113463794A (en) * | 2021-07-20 | 2021-10-01 | 中国华西企业股份有限公司 | Nine-degree fortification infilled wall capping structure, partition wall and construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831838A (en) * | 2014-12-10 | 2015-08-12 | 祝磊 | Connection method for preventing collapse of masonry filler wall |
| CN105649212A (en) * | 2016-04-06 | 2016-06-08 | 沈阳建筑大学 | Flexible connection device for masonry filler wall and main body frame and building method of filler wall |
| EP3040497A1 (en) * | 2014-12-30 | 2016-07-06 | Associazione Nazionale degli Industriali dei Laterizi | Antiseismic masonry infill |
| CN105821974A (en) * | 2016-03-24 | 2016-08-03 | 沈阳建筑大学 | Device and method for flexible connection between masonry filler wall and main body frame |
| CN206737187U (en) * | 2017-04-21 | 2017-12-12 | 西京学院 | A kind of energy dissipation masonry filler wall |
| CN208309897U (en) * | 2018-05-24 | 2019-01-01 | 沈阳建筑大学 | A kind of elastic connecting device of masonry filler wall and main structure |
-
2018
- 2018-05-24 CN CN201810506008.3A patent/CN108517984A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831838A (en) * | 2014-12-10 | 2015-08-12 | 祝磊 | Connection method for preventing collapse of masonry filler wall |
| EP3040497A1 (en) * | 2014-12-30 | 2016-07-06 | Associazione Nazionale degli Industriali dei Laterizi | Antiseismic masonry infill |
| CN105821974A (en) * | 2016-03-24 | 2016-08-03 | 沈阳建筑大学 | Device and method for flexible connection between masonry filler wall and main body frame |
| CN105649212A (en) * | 2016-04-06 | 2016-06-08 | 沈阳建筑大学 | Flexible connection device for masonry filler wall and main body frame and building method of filler wall |
| CN206737187U (en) * | 2017-04-21 | 2017-12-12 | 西京学院 | A kind of energy dissipation masonry filler wall |
| CN208309897U (en) * | 2018-05-24 | 2019-01-01 | 沈阳建筑大学 | A kind of elastic connecting device of masonry filler wall and main structure |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374207A (en) * | 2019-06-18 | 2019-10-25 | 中国建筑东北设计研究院有限公司 | A kind of connection structure and its construction method of dregs blockwork and assembled general frame |
| CN110295675A (en) * | 2019-06-26 | 2019-10-01 | 上海原构设计咨询有限公司 | A kind of prefabricated non-stress Side fascia and main body stress cast-in-place shear wall Joining Technology |
| CN111236466A (en) * | 2020-01-08 | 2020-06-05 | 宜宾戊辰建设有限公司 | House building wall structure and construction method |
| CN113463794A (en) * | 2021-07-20 | 2021-10-01 | 中国华西企业股份有限公司 | Nine-degree fortification infilled wall capping structure, partition wall and construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180911 |
|
| WD01 | Invention patent application deemed withdrawn after publication |