CN204753830U - Multilayer assembled concrete panel connecting piece - Google Patents
Multilayer assembled concrete panel connecting piece Download PDFInfo
- Publication number
- CN204753830U CN204753830U CN201520419661.8U CN201520419661U CN204753830U CN 204753830 U CN204753830 U CN 204753830U CN 201520419661 U CN201520419661 U CN 201520419661U CN 204753830 U CN204753830 U CN 204753830U
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- China
- Prior art keywords
- power consumption
- fitting
- connecting piece
- link block
- anchoring
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- Expired - Fee Related
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- 238000004873 anchoring Methods 0.000 claims description 55
- 230000002787 reinforcement Effects 0.000 claims description 6
- 229910001209 Low-carbon steel Inorganic materials 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 6
- 238000010008 shearing Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 9
- 238000005516 engineering process Methods 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000003032 molecular docking Methods 0.000 description 2
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to a multilayer assembled concrete panel connecting piece, wherein the connecting piece includes that anchor built -in fitting and power consumption linking module, anchor built -in fitting set up in power consumption linking module's tip. When this scheme of adoption behind the connecting piece, the connecting piece sets up in the concrete panel bight, because of being provided with above -mentioned connecting piece in the concrete panel bight, in the wall panel structure system installation, the connecting piece plays the effect of fixing wallboard horizontal joint, and when meetting earthquake disaster, tensile elastic -plastic deformation at first takes place for the connecting piece that lies in wallboard water joint line both ends under the rarely occurred earthquake effect, guarantee like this that the wall body does not take place along the shearing sliding rupture of horizontal direction, multilayer assembled concrete building's factor of safety has been increased substantially.
Description
Technical field
The utility model belongs to building field, is specially a kind of multilayer assembly concrete wall board connector.
Background technology
In assembled architecture engineering, precast facade link plate and precast beam, floor are fixed by cast-in-situ concrete and bar connecting, unsettledly under precast facade link plate leave gap, form suspended structure; Be not connected mutually between neighbouring precast facade link plate, when therefore constructing, the location between upper wainscot sheathing and fixing comparatively difficulty, and shearing resistance and anti-seismic performance not good enough, affect construction quality and security performance.
Summary of the invention
The technical problems to be solved in the utility model is: provide a kind of multilayer assembly concrete wall board connector, himself possesses the ability that good counteracting consumes earthquake stress, has good Self-resetting characteristic.
In order to solve the problems of the technologies described above, the utility model provides a kind of multilayer assembly concrete wall board connector, and wherein said connector comprises anchoring built-in fitting and power consumption link block, and anchoring built-in fitting is arranged at the end of power consumption link block.When after connector described in employing this programme, described connector is arranged at concrete panel bight, and because being provided with above-mentioned connector in concrete panel bight, in wallboard installation process, connector plays the effect of fixing wallboard.And when running into earthquake disaster, first there is stretching elastic-plastic deformation in the connector being positioned at wallboard level connection joint seam two ends under rarely occurred earthquake effect, earthquake energy, reduces body of wall shearing slip in the horizontal direction and destroys, improve the safety factor of multilayer assembly concrete building.
Another technical scheme of the present utility model is on above-mentioned basis, and described anchoring built-in fitting is the framework of at least one opening, and described framework is that steel plate is made, and described anchoring built-in fitting is provided with connecting hole.So, the intensity of anchoring built-in fitting own is large, pre-buried to concrete panel after, resistance to tension is strong, not easily damages body of wall itself.
Another technical scheme of the present utility model is on above-mentioned basis, and described connecting hole is bar hole or mounting hole.Like this, connecting hole more than needed is set in connecting box, as bar hole preformed hole or or kidney-shaped preformed hole, then can greatly facilitate power consumption link block docking assembling, reduce spelling difficulty of construction.
Another technical scheme of the present utility model is on above-mentioned basis, is bolted between described anchoring built-in fitting and power consumption link block.Like this, anchoring built-in fitting and power consumption link block are dressed up entirety by mode with bolts, and have construction simple and convenient, the controllable advantage of stretch-draw dynamics, drastically increases connection reliability.
Another technical scheme of the present utility model is on above-mentioned basis, and described power consumption link block is rod component.Like this, described power consumption link block is rod component, and after application, the stretch-draw yield behavior of shaft-like power consumption link block is good, and power consumption evenly, drastically increases the reliability of power consumption link block.
Another technical scheme of the present utility model is on above-mentioned basis, and the two ends of described power consumption link block are respectively screw connection structure in the same way.Like this, the two ends of power consumption link block be respectively in the same way screw connection structure time, only needing to twist power consumption link block can strain anchoring built-in fitting, is very easy to use and applies, reduce difficulty of construction, improve efficiency of construction.
Another technical scheme of the present utility model is on above-mentioned basis, and the material of described power consumption link block is mild steel.So, mild steel is adopted to make power consumption link block, fully ensure that the energy-dissipating property of power consumption link block, can fully ensure when running into earthquake disaster, first there is stretching elastic-plastic deformation thus consume seismic energy in the fixed connecting piece being positioned at wallboard horizontal joint two ends under geological process, thus improves the safety of multilayer assembly concrete building.
Another technical scheme of the present utility model is on above-mentioned basis, is provided with at least plural power consumption link block between described anchoring built-in fitting.Like this, can while the stability fully ensureing multilayer assembly concrete building, multiple power consumption link block can improve energy dissipation capacity and anti-seismic performance further, further increases the security performance of multilayer assembly concrete building.
Another technical scheme of the present utility model is on above-mentioned basis, and described anchoring built-in fitting is also provided with anchoring leg.So, after anchoring built-in fitting is also provided with anchoring leg, the anchored force of anchoring built-in fitting obtains sufficient guarantee, makes it in earthquake disaster, only can consume power consumption link block and not fragile concrete panel.
Another technical scheme of the present utility model is on above-mentioned basis, and described anchoring leg end portions is provided with anchoring reinforcement.Like this, after anchoring leg end portions is provided with anchoring reinforcement, the anchored force of anchoring leg obtains significantly to be strengthened, and the anchored force of anchoring built-in fitting obtains sufficient guarantee, makes it in earthquake disaster, only can consume power consumption link block and not fragile concrete panel.
Accompanying drawing explanation
The structure chart of the multilayer assembly concrete wall board connector of Fig. 1 involved by a kind of embodiment of expression scheme;
Fig. 2 is the application view of the assembly concrete of multilayer shown in Fig. 1 wall board connector.
In figure:
1 framework 11 connecting hole 2 consumes energy link block
3 rod component 31 anchoring leg 100 concrete panels
Detailed description of the invention
Be described in detail the utility model below in conjunction with accompanying drawing, the description of this part is only exemplary and explanatory, should not have any restriction to protection domain of the present utility model.In addition, those skilled in the art, according to the description of presents, can carry out respective combination to the feature in embodiment in presents and in different embodiment.
The utility model embodiment is as follows, refer to Fig. 1 and Fig. 2, for representing a kind of multilayer assembly concrete wall board connector involved by present embodiment, described connector comprises anchoring built-in fitting and power consumption link block 2, and anchoring built-in fitting is arranged at the end of power consumption link block 2.Preferably, flexible connection is adopted between described anchoring built-in fitting and power consumption link block 2.When after connector described in employing this programme, described connector is arranged at the bight of concrete panel 100, and described anchoring built-in fitting is embedded in concrete panel 100.Because being provided with above-mentioned connector in concrete panel bight, in wallboard installation process, connector plays the effect of fixing concrete wallboard, facilitates the installation of wallboard to locate, and strengthens the shear behavior of wallboard.And when running into earthquake disaster, first there is stretching elastic-plastic deformation in the connector being positioned at wallboard level connection joint seam two ends under rarely occurred earthquake effect, earthquake energy, reduces body of wall shearing slip in the horizontal direction and destroys, increased substantially the safety factor of multilayer assembly concrete building.
On the basis of above-described embodiment, in another embodiment of the utility model, refer to Fig. 1 and Fig. 2, described anchoring built-in fitting can be the framework 1 of at least one opening, described framework 1 can adopt steel plate to make, and described anchoring built-in fitting can also be provided with connecting hole 11.So, the intensity of anchoring built-in fitting own is large, pre-buried to concrete panel 100 after, resistance to tension is strong, not easily damages body of wall itself.
On the basis of above-described embodiment, in another embodiment of the utility model, refer to Fig. 1, described connecting hole 11 can be bar hole or mounting hole.Like this, connecting hole 11 more than needed is set in connecting box, as bar hole preformed hole or or kidney-shaped preformed hole, then can greatly facilitate power consumption link block 2 docking assembling, reduce spelling difficulty of construction.
On the basis of above-described embodiment, in another embodiment of the utility model, refer to Fig. 1 and Fig. 2, can be bolted between described anchoring built-in fitting and power consumption link block 2.Like this, anchoring built-in fitting and power consumption link block 2 are dressed up entirety by mode with bolts, and have construction simple and convenient, the controllable advantage of stretch-draw dynamics, drastically increases connection reliability.
On the basis of above-described embodiment, in another embodiment of the utility model, refer to Fig. 1, described power consumption link block 2 can be rod component 3.Like this, described power consumption link block 2 is rod component 3, and after application, the stretch-draw yield behavior of shaft-like power consumption link block 2 is good, and power consumption evenly, drastically increases the reliability of power consumption link block 2.
On the basis of above-described embodiment, in another embodiment of the utility model, the two ends of described power consumption link block 2 can be respectively screw connection structure in the same way.Like this, the two ends of power consumption link block 2 be respectively in the same way screw connection structure time, only needing to twist power consumption link block 2 can strain anchoring built-in fitting, is very easy to use and applies, reduce difficulty of construction, improve efficiency of construction.
On the basis of above-described embodiment, in another embodiment of the utility model, the material of described power consumption link block 2 can be mild steel.So, mild steel is adopted to make power consumption link block 2, fully ensure that the energy-dissipating property of power consumption link block 2, can fully ensure when running into earthquake disaster, first there is stretching elastic-plastic deformation thus consume seismic energy in the fixed connecting piece being positioned at wallboard horizontal joint two ends under geological process, thus improves the safety of multilayer assembly concrete building.
On the basis of above-described embodiment, in another embodiment of the utility model, between described anchoring built-in fitting, at least plural power consumption link block 2 can be provided with.Like this, can while the stability fully ensureing multilayer assembly concrete building, multiple power consumption link block 2 can improve energy dissipation capacity and anti-seismic performance further, further increases the security performance of multilayer assembly concrete building.
On the basis of above-described embodiment, in another embodiment of the utility model, refer to Fig. 1, described anchoring built-in fitting is also provided with anchoring leg 31, described anchoring leg 31 is for being arranged on the cross bar on described rod component 3, and described cross bar can arrange multiple.So, after anchoring built-in fitting is also provided with anchoring leg 31, the anchored force of anchoring built-in fitting obtains sufficient guarantee, makes it in earthquake disaster, only can consume power consumption link block 2 and not fragile concrete panel.
On the basis of above-described embodiment, in another embodiment of the utility model, described anchoring leg 31 end is provided with anchoring reinforcement, and described anchoring reinforcement can be projection or nose bar.Like this, after anchoring leg 31 end is provided with anchoring reinforcement, the anchored force of anchoring leg 31 obtains significantly to be strengthened, and the anchored force of anchoring built-in fitting obtains sufficient guarantee, makes it in earthquake disaster, only can consume power consumption link block 2 and not fragile concrete panel.
The above is only preferred embodiment of the present utility model; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (10)
1. a multilayer assembly concrete wall board connector, is characterized in that, described connector comprises anchoring built-in fitting and power consumption link block, and anchoring built-in fitting is arranged at the end of power consumption link block.
2. multilayer assembly concrete wall board connector according to claim 1, is characterized in that, described anchoring built-in fitting is the framework of at least one opening, and described framework is that steel plate is made, and described anchoring built-in fitting is provided with connecting hole.
3. multilayer assembly concrete wall board connector according to claim 2, is characterized in that, described connecting hole is bar hole or mounting hole.
4. multilayer assembly concrete wall board connector according to claim 1, is characterized in that, is bolted between described anchoring built-in fitting and power consumption link block.
5. multilayer assembly concrete wall board connector according to claim 4, is characterized in that, described power consumption link block is rod component.
6. multilayer assembly concrete wall board connector according to claim 5, is characterized in that, the two ends of described power consumption link block are respectively screw connection structure in the same way.
7. the multilayer assembly concrete wall board connector according to claim arbitrary in claim 1 to 6, is characterized in that, the material of power consumption link block is mild steel.
8. the multilayer assembly concrete wall board connector according to claim arbitrary in claim 1 to 6, is characterized in that, is provided with plural power consumption connector between described anchoring built-in fitting.
9. the multilayer assembly concrete wall board connector according to claim arbitrary in claim 1 to 6, is characterized in that, described anchoring built-in fitting is also provided with anchoring leg.
10. multilayer assembly concrete wall board connector according to claim 9, is characterized in that, described anchoring leg end portions is provided with anchoring reinforcement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520419661.8U CN204753830U (en) | 2015-06-17 | 2015-06-17 | Multilayer assembled concrete panel connecting piece |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520419661.8U CN204753830U (en) | 2015-06-17 | 2015-06-17 | Multilayer assembled concrete panel connecting piece |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204753830U true CN204753830U (en) | 2015-11-11 |
Family
ID=54468553
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520419661.8U Expired - Fee Related CN204753830U (en) | 2015-06-17 | 2015-06-17 | Multilayer assembled concrete panel connecting piece |
Country Status (1)
| Country | Link |
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| CN (1) | CN204753830U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400966A (en) * | 2016-11-21 | 2017-02-15 | 安徽建筑大学 | Assembly method of prefabricated integral assemble type portable house |
| CN107152087A (en) * | 2016-03-05 | 2017-09-12 | 哈尔芬有限公司 | Connecting system for connecting concrete prefabricated parts |
| CN111335501A (en) * | 2020-03-09 | 2020-06-26 | 西南交通大学 | Full-bolt connection assembly type prefabricated wallboard component and anti-seismic design method based on swing energy dissipation mechanism thereof |
| CN111648464A (en) * | 2020-05-27 | 2020-09-11 | 查晓雄 | Plate-structure prefabricated house utilizing corner parts for connecting force transmission and energy consumption |
| CN114108814A (en) * | 2021-12-07 | 2022-03-01 | 中交一公局集团有限公司 | Assembly type prefabricated part connecting structure and construction method |
-
2015
- 2015-06-17 CN CN201520419661.8U patent/CN204753830U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152087A (en) * | 2016-03-05 | 2017-09-12 | 哈尔芬有限公司 | Connecting system for connecting concrete prefabricated parts |
| CN106400966A (en) * | 2016-11-21 | 2017-02-15 | 安徽建筑大学 | Assembly method of prefabricated integral assemble type portable house |
| CN106400966B (en) * | 2016-11-21 | 2018-09-18 | 安徽宇辉新型建筑材料有限公司 | A kind of assembling method of prefabricated integral assembling formula movable plank house |
| CN111335501A (en) * | 2020-03-09 | 2020-06-26 | 西南交通大学 | Full-bolt connection assembly type prefabricated wallboard component and anti-seismic design method based on swing energy dissipation mechanism thereof |
| CN111335501B (en) * | 2020-03-09 | 2021-05-04 | 西南交通大学 | Full-bolt connection assembly type prefabricated wallboard component and anti-seismic design method based on swing energy dissipation mechanism thereof |
| CN111648464A (en) * | 2020-05-27 | 2020-09-11 | 查晓雄 | Plate-structure prefabricated house utilizing corner parts for connecting force transmission and energy consumption |
| CN114108814A (en) * | 2021-12-07 | 2022-03-01 | 中交一公局集团有限公司 | Assembly type prefabricated part connecting structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Zhongmin Zhuyou Technology Investment Co.,Ltd. Assignor: Zhongmin Zhuyou Co.,Ltd. Contract record no.: 2017430000027 Denomination of utility model: Multilayer assembled concrete panel connecting piece Granted publication date: 20151111 License type: Exclusive License Record date: 20171222 |
|
| EC01 | Cancellation of recordation of patent licensing contract | ||
| EC01 | Cancellation of recordation of patent licensing contract |
Assignee: Zhongmin Zhuyou Technology Investment Co.,Ltd. Assignor: Zhongmin Zhuyou Co.,Ltd. Contract record no.: 2017430000027 Date of cancellation: 20180801 |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151111 |