CN206267363U - A kind of pin-connected panel lightweight concrete integral wall - Google Patents
A kind of pin-connected panel lightweight concrete integral wall Download PDFInfo
- Publication number
- CN206267363U CN206267363U CN201621360991.5U CN201621360991U CN206267363U CN 206267363 U CN206267363 U CN 206267363U CN 201621360991 U CN201621360991 U CN 201621360991U CN 206267363 U CN206267363 U CN 206267363U
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- China
- Prior art keywords
- keel
- precast slab
- wall
- pin
- lightweight concrete
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Abstract
A kind of pin-connected panel lightweight concrete integral wall.The utility model belongs to a kind of construction material, is in particular a kind of pin-connected panel lightweight concrete integral wall by assembling steel keel and precast slab.A series of transoms and centre keel are disposed between connection top/ground joist, connect and compose a series of sphere of movements for the elephants frames, the cross section of each keel is all U-shaped, the recessed grain of the side band of precast slab and relative opposite side band tenon, the keel clamping simultaneously with correspondence position of the tenon of adjacent two pieces precast slab and recessed grain, leaves expansion joint between precast slab.The utility model simple structure, construction is simple, and batch production makes, Assembling, is greatly improved operating efficiency, and wall is the characteristics of have insulation, heat-insulated, sound insulation, fire prevention, globality, durability, protection against and mitigation of earthquake disasters, energy-conserving and environment-protective, high-strength light.
Description
Technical field
The utility model belongs to a kind of construction material, be in particular one kind by assembling steel keel and precast concrete
The pin-connected panel lightweight concrete integral wall of plate.
Background technology
Assembled architecture is the building being assembled in real time in building site with pre-constructed unit.Development assembled architecture is construction side
The major transformation of formula, is the important measure for advancing supply side structural reform and new Urbanization Progress, is conducive to economizing on resources
The energy, reduction construction pollution, lifting labor productivity and quality safety level, may advantageously facilitate construction industry and information chemical industry
Change depth integration, cultivate the new kinetic energy of NPD projects, promote neutralizing superfluous production capacity.In recent years, China try to explore development assembled build
Build, but construction method is most, and assembled architecture ratio and large-scale degree are relatively low still based on live one-piece casting, it is green with developing
The relevant requirement of color building and advanced mode of construction are compared to also there is a big difference.
Meet the wall of construction at present, they are all made using batch production, and field-installed construction technology is greatly reduced
Construction pollution, improve labor productivity and quality safety level.But existing assembling wall is in the wall position of large area
Integral wall from top to bottom is all taken, only just has to use split wallboard in specific positions such as door and windows.Integral wall is in itself
Structure is excessively single and size is big, and wall fails to be combined as a whole with agent structure, and the longitudinal direction of wall and transverse strength are poor, very
Easy cracking damage, metope can not bear heavier suspension member, by disaster（Earthquake, fire, big flood）Destructiveness afterwards is very tight
Weight, it is impossible to ensure personal safety as well as the property safety.Up to standard for ease of construction and wall performance in addition, materials for wall uses organic material, wall
Internal portion is set to hollow, and poisonous and harmful substance is discharged when can cause fire using organic material, and wall boring is then caused
User cannot on the wall hang object.
The content of the invention
The purpose of this utility model is to provide a kind of pin-connected panel lightweight concrete integral wall, and its simple structure, construction is simple,
Batch production makes, and Assembling is greatly improved operating efficiency, and wall have insulation, heat-insulated, sound insulation, fire prevention, globality,
The characteristics of durability, protection against and mitigation of earthquake disasters, energy-conserving and environment-protective, high-strength light.
The technical solution of the utility model：A series of transoms and centre keel are disposed between connection top/ground joist, are connected
Constitute a series of sphere of movements for the elephants frames, the cross section of each keel be all it is U-shaped, the recessed grain of side band of precast slab and it is relative another
Side band tenon, the keel clamping simultaneously with correspondence position of the tenon of adjacent two pieces precast slab and recessed grain, concrete
Expansion joint is left between native plate.The keel of frame edge anyhow to being individually fixed in above beam slab and wall column, horizontal steel keel
Strengthen, the assembled precast slab among U-shaped keel shoe, the steel keel among framework are anyhow to reinforcement precast concrete
The overall structure of plate.Wall transversal vertically adds keel, it is ensured that security reliability during wall superelevation overlength.
Later stage filling building is provided between keel frame and the assembled integral wall of precast slab and building body
With the post-cast strip of flexible water bonding material.This post-cast strip processes again after wall all assembled completion, and post-cast strip uses tool
There is good water proofing property and with flexible adhesives, compensate for the deficiency of wall seam crossing cracking and water proofing property difference.
The card access surface of the recessed grain of adjacent precast slab, tenon and keel is filled with flexible splicing material for building, makes coagulation
The recessed grain of native plate, perfect adaptation is reached between tenon and keel.
Fireproof mortar is filled with expansion joint between adjacent precast slab.Wall itself is allowed to have flexible, rear
Under the stressing conditions of phase, power is alleviated between seam, does not produce crack.
The outermost layer keel of one-piece keel sphere of movements for the elephants frame are connected to building for correspondence contact by welding, riveting or expansion bolt
Build on thing, improve the bulk strength of assembled wall.
The position of precast slab correspondence hydroelectric line, box is provided with embedded hole, is carried out according to hydropower producer figure
Assembly, solves the water power fluting of current building and destroys wall performance, and it also avoid indulging in for the duration of live hydropower installation
Miss and cost issues.
Technique effect of the present utility model：Spot welding, nailing or expansion are used in concrete structure or steel structure frame
By the keel of steel, four-way multiple spot is fixed in main structure bolt anyhow respectively, forms steel framework, and horizontal interlude adds steel
Keel processed, it is to avoid the structure of current construction wall is single, globality poor, by disaster（Earthquake, fire, big flood）Destruction afterwards
Property is extremely serious.Steel framework carries out the assembly of precast slab between framework after being formed, in the concavo-convex of plate when assembled
Face is uniformly coated with adhesives, plate is firmly connected as one with keel；Often fill one block of plate and be all provided with a centre keel, form dragon
Onboard, plate is attached to the steel keel rack concrete walls on keel to bone card, has so both reached quick Fabrication wall
Efficiency of construction, and the high-strength performance of wall itself is ensure that, wall is accomplished master under the impact for undergoing various external forces
Wall is maintained for fall body.Expansion joint is left between precast slab and plate, fire resisting sand is used after deformation of wall is excessive
Slurry is filled up, and allows wall itself to have flexibility, and under the stressing conditions in later stage, active force is alleviated between seam, does not produce crack.Simultaneously
The wall and beam of this integral wall（Plate）Post (wall）The place for connecting is equipped with post-cast strip, and this post-cast strip is in wall all assembled completions
Process again afterwards, filled using with good water proofing property and with flexible adhesives, compensate for wall seam crossing and open
Split and the poor deficiency of water proofing property.The precast slab of wall assembly is required according to user（Shiny surface, mat surface, band color,
Pattern, lines etc.）And the specific use of wall（Hospital, warehouse etc.）Difference takes personalized customization, wall is reached overlength and prevents
The particular/special requirements such as fire, antistatic, extreme heat-insulating sound-insulating, and can be without direct wallpaper of wiping one's face in the decorations in later stage
Or swabbing, while solve meet the energy-saving wall of construction more than the unsuitable patch block of 24 meters of height, the problem hurted sb.'s feelings with anti-dropout,
And the pattern of grace and the problem of lines can not be made；The size of plate is prefabricated according to scene needs in advance, during this
The substantial amounts of waste for reducing situ wet operation material, the later stage is directly according to size buck plate, it is ensured that material makes full use of, also bright
Aobvious shortens construction period, saves building cost.In precast slab just according to hydropower producer figure by hydroelectric line, box
Son carries out pre-buried, and assembly is carried out further according to hydropower producer figure, solves the water power fluting of current building and destroys wall performance, and
The duration that it also avoid live hydropower installation is delayed and cost issues.Precast slab employs insulation, heat-insulated, sound-proofing
Inorganic matter that is fabulous and will not burning is made, and allows wall thermal insulating, heat-insulated, sound insulation, fire prevention, energy-conservation to be above traditional structure
Make wall and meet the energy-saving wall of construction.Steel largely are used in this wall, while also having dissolved steel product in addition to intensity is strengthened
Situation that can be superfluous, when later stage wall need to be removed, steel can also continue to utilize, also alleviate mineral resources exhaustive exploitation and band
The crisis of the offspring's resource scarcity for coming.
Brief description of the drawings
Fig. 1 is the utility model overall structure diagram.
Fig. 2 is the utility model precast concrete plate structure schematic diagram.
Fig. 3 is the utility model side cross section structure diagram.
Fig. 4 is the utility model vertical view cutaway drawing.
In figure：Connection top/ground joist 1, transom 2, centre keel 3, agent structure 4, attached column/wall keel 5, precast concrete
Plate 6, post-cast strip 7, expansion joint 8, recessed poor 9, tenon 10, swell fixture 11.
Specific embodiment
With reference to each figure, the connection top/ground joist 1 of level is fixed on building top board and floor by swell fixture 11 respectively
On, attached column/wall keel 5 are fixed on agent structure 4 by swell fixture 11, form the housing of keel frame, outer framework
Anyhow to transom 2 and centre keel 3 is added, sphere of movements for the elephants frame is formd, the cross section of each keel is all U-shaped, the spelling between framework
The precast slab 6 of prefabrication is filled, a centre keel 3 is just added therebetween per one piece of precast slab 6 of assembly,
Tenon 10 and recessed poor 9 is connected together with the U-shaped three of keel card of correspondence position, be connected as an entirety, the groove 9 of plate and
Smear high tensile flexible adhesives on tongue 10 to be perfectly bonded together with keel tongue and groove, so as to reach real entirety
Wall construction requirement.The expansion joint 8 set between the plate and plate of precast slab 6 uses fireproof mortar after deformation of wall is excessive
Fill up, allow wall itself that there is flexibility, it is effective to alleviate the wall that wall causes under the situation of the effect of various external force
Problem of Cracking；The line of rabbet joint can be formed between the keel outer frame side of wall surrounding and precast slab and building body, in the line of rabbet joint
Place makes post-cast strip 7, all wall assemblies completely after using with good water proofing property and with the adhesives of flexibility
Filled up, compensate for the deficiency of wall seam crossing cracking and water proofing property difference.
Claims (6)
1. a kind of pin-connected panel lightweight concrete integral wall, it is characterized in that：A series of transoms are disposed between connection top/ground joist
And centre keel, connecting and composing a series of sphere of movements for the elephants frames, the cross section of each keel is all U-shaped, and the side band of precast slab is recessed
Grain and relative opposite side band tenon, the tenon and recessed grain of adjacent two pieces precast slab keel simultaneously with correspondence position
Clamping, leaves expansion joint between precast slab.
2. the pin-connected panel lightweight concrete integral wall as described in claim 1, it is characterized in that：Keel frame and precast slab are spelled
The post-cast strip of later stage filling flexible water bonding material for building is provided between the integral wall and building body of dress.
3. the pin-connected panel lightweight concrete integral wall as described in claim 2, it is characterized in that：Adjacent precast slab is recessed
The card access surface of grain, tenon and keel is filled with flexible splicing material for building.
4. the pin-connected panel lightweight concrete integral wall as described in claim 2, it is characterized in that：Between adjacent precast slab
Expansion joint in be filled with fireproof mortar.
5. the pin-connected panel lightweight concrete integral wall as described in claim 2, it is characterized in that：The outermost of one-piece keel sphere of movements for the elephants frame
Layer keel are connected on the building of correspondence contact by welding, riveting or expansion bolt.
6. the pin-connected panel lightweight concrete integral wall as described in claim 2, it is characterized in that：In precast slab correspondence water power
Pipeline, the position of box are provided with embedded hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621360991.5U CN206267363U (en) | 2016-12-13 | 2016-12-13 | A kind of pin-connected panel lightweight concrete integral wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621360991.5U CN206267363U (en) | 2016-12-13 | 2016-12-13 | A kind of pin-connected panel lightweight concrete integral wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206267363U true CN206267363U (en) | 2017-06-20 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621360991.5U Expired - Fee Related CN206267363U (en) | 2016-12-13 | 2016-12-13 | A kind of pin-connected panel lightweight concrete integral wall |
Country Status (1)
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|---|---|
| CN (1) | CN206267363U (en) |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107269038A (en) * | 2017-07-13 | 2017-10-20 | 潘坚萍 | One kind carves groove magic square building block system clean operating room and its installation method |
| CN107859187A (en) * | 2017-10-11 | 2018-03-30 | 中铁第四勘察设计院集团有限公司 | The protection device and waterstop installation method of a kind of expansion joint water stop |
| CN109440814A (en) * | 2018-11-29 | 2019-03-08 | 上海市城市建设设计研究总院（集团）有限公司 | L-type is bolted prefabricated retaining wall |
| CN109779098A (en) * | 2019-03-23 | 2019-05-21 | 厦门大学嘉庚学院 | Multi-functional quick assembling menu mode raw-soil board wall system and its installation method |
| CN110258861A (en) * | 2019-06-21 | 2019-09-20 | 天津天大建设工程科技有限公司 | The prefabricated partition wall of assembled lightgage steel joist sand aerating plate and its construction method |
| CN110453819A (en) * | 2019-08-15 | 2019-11-15 | 金螳螂精装科技（苏州）有限公司 | A kind of partition wall floor leveling mounting structure of assembled lightgage steel joist |
| CN110761445A (en) * | 2018-07-25 | 2020-02-07 | 北新集团建材股份有限公司 | Rigid splicing structure, assembled wall body and manufacturing and mounting method |
| CN110792202A (en) * | 2019-11-01 | 2020-02-14 | 江苏省华建建设股份有限公司 | Surface crack prevention and control process for assembly type partition plate joint |
| CN110820938A (en) * | 2019-11-15 | 2020-02-21 | 陕西神州实业有限公司 | Steel structure and construction method thereof |
| CN110984425A (en) * | 2019-12-21 | 2020-04-10 | 深圳全景空间工业有限公司 | Method for composing picture by utilizing staggered wall and staggered wall |
| CN111502078A (en) * | 2020-04-22 | 2020-08-07 | 任士猛 | Assembled concrete composite wall and construction method thereof |
| CN111749509A (en) * | 2020-06-25 | 2020-10-09 | 杭州市电力设计院有限公司 | Wrapping type enclosure structure system suitable for assembly type transformer substation |
| CN111794413A (en) * | 2020-07-24 | 2020-10-20 | 温州泰乐维工程设计有限公司 | Concrete heat-insulation external wall |
| CN112922193A (en) * | 2021-01-26 | 2021-06-08 | 昆明吉奥金属容器制造有限公司 | Composite partition wall with steel mesh outer mold structure of light steel combined frame and manufacturing method thereof |
| CN113073750A (en) * | 2021-02-23 | 2021-07-06 | 广州市创搏装饰工程有限公司 | Prefabricated formula combination wall body of commercial building |
| CN114351894A (en) * | 2022-02-22 | 2022-04-15 | 江苏兴厦建设工程集团有限公司 | BGL heat preservation and sound insulation structure suitable for indoor wall foot wall |
-
2016
- 2016-12-13 CN CN201621360991.5U patent/CN206267363U/en not_active Expired - Fee Related
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107269038A (en) * | 2017-07-13 | 2017-10-20 | 潘坚萍 | One kind carves groove magic square building block system clean operating room and its installation method |
| CN107859187A (en) * | 2017-10-11 | 2018-03-30 | 中铁第四勘察设计院集团有限公司 | The protection device and waterstop installation method of a kind of expansion joint water stop |
| CN110761445A (en) * | 2018-07-25 | 2020-02-07 | 北新集团建材股份有限公司 | Rigid splicing structure, assembled wall body and manufacturing and mounting method |
| CN109440814A (en) * | 2018-11-29 | 2019-03-08 | 上海市城市建设设计研究总院（集团）有限公司 | L-type is bolted prefabricated retaining wall |
| CN109779098A (en) * | 2019-03-23 | 2019-05-21 | 厦门大学嘉庚学院 | Multi-functional quick assembling menu mode raw-soil board wall system and its installation method |
| CN109779098B (en) * | 2019-03-23 | 2024-04-12 | 厦门大学嘉庚学院 | Multifunctional rapid assembled menu type raw soil wallboard system and installation method thereof |
| CN110258861A (en) * | 2019-06-21 | 2019-09-20 | 天津天大建设工程科技有限公司 | The prefabricated partition wall of assembled lightgage steel joist sand aerating plate and its construction method |
| CN110453819A (en) * | 2019-08-15 | 2019-11-15 | 金螳螂精装科技（苏州）有限公司 | A kind of partition wall floor leveling mounting structure of assembled lightgage steel joist |
| CN110792202B (en) * | 2019-11-01 | 2022-05-03 | 江苏省华建建设股份有限公司 | Surface crack prevention and control process for assembly type partition plate joint |
| CN110792202A (en) * | 2019-11-01 | 2020-02-14 | 江苏省华建建设股份有限公司 | Surface crack prevention and control process for assembly type partition plate joint |
| CN110820938A (en) * | 2019-11-15 | 2020-02-21 | 陕西神州实业有限公司 | Steel structure and construction method thereof |
| CN110984425A (en) * | 2019-12-21 | 2020-04-10 | 深圳全景空间工业有限公司 | Method for composing picture by utilizing staggered wall and staggered wall |
| CN111502078A (en) * | 2020-04-22 | 2020-08-07 | 任士猛 | Assembled concrete composite wall and construction method thereof |
| CN111749509A (en) * | 2020-06-25 | 2020-10-09 | 杭州市电力设计院有限公司 | Wrapping type enclosure structure system suitable for assembly type transformer substation |
| CN111794413A (en) * | 2020-07-24 | 2020-10-20 | 温州泰乐维工程设计有限公司 | Concrete heat-insulation external wall |
| CN112922193A (en) * | 2021-01-26 | 2021-06-08 | 昆明吉奥金属容器制造有限公司 | Composite partition wall with steel mesh outer mold structure of light steel combined frame and manufacturing method thereof |
| CN113073750A (en) * | 2021-02-23 | 2021-07-06 | 广州市创搏装饰工程有限公司 | Prefabricated formula combination wall body of commercial building |
| CN114351894A (en) * | 2022-02-22 | 2022-04-15 | 江苏兴厦建设工程集团有限公司 | BGL heat preservation and sound insulation structure suitable for indoor wall foot wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170620 Termination date: 20201213 |
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| CF01 | Termination of patent right due to non-payment of annual fee |