CN206562836U - Fully-prefabricated assembled enclosure wall - Google Patents
Fully-prefabricated assembled enclosure wall Download PDFInfo
- Publication number
- CN206562836U CN206562836U CN201720179342.3U CN201720179342U CN206562836U CN 206562836 U CN206562836 U CN 206562836U CN 201720179342 U CN201720179342 U CN 201720179342U CN 206562836 U CN206562836 U CN 206562836U
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- pillar
- enclosure wall
- fully
- wallboard
- 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.)
- Expired - Fee Related
Links
- 239000004567 concrete Substances 0.000 claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 239000004568 cement Substances 0.000 claims abstract description 6
- 239000002002 slurry Substances 0.000 claims abstract description 6
- 239000000725 suspension Substances 0.000 claims abstract description 6
- 239000012530 fluid Substances 0.000 claims abstract description 5
- 239000000565 sealant Substances 0.000 claims abstract description 5
- 230000010485 coping Effects 0.000 claims abstract description 3
- 239000003292 glue Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 11
- 230000009286 beneficial effect Effects 0.000 abstract description 4
- 230000007613 environmental effect Effects 0.000 abstract description 4
- 238000011161 development Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 238000010586 diagram Methods 0.000 description 5
- 239000011449 brick Substances 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Fencing (AREA)
Abstract
The utility model is related to a kind of fully-prefabricated assembled enclosure wall, concrete prefabricated element including being assembled into enclosure wall, wherein concrete prefabricated element has pillar, cap, wallboard and beared down on one, the fit-up gap seam of certain size is reserved between adjacent concrete prefabricated components, fluid sealant is provided with reserved fit-up gap seam crossing；Wherein prefabricated pillar is fastened and connected by built-in fitting with institute's set aside pre-embedded bolt on cast-in-place pier base, and the connection between prefabricated pillar and wallboard matches connected structure to be set on pillar between groove and wallboard；Between prefabricated post and cap, prefabricating coping with the connection between wallboard be reserved steel bar suspension ring and the connected structure that matches between preformed hole, and the cement slurry for being perfused with to block in its junction.The full assembling construction in the fully-prefabricated assembled fence structure scene of the utility model, all carries out element precast installation, improves speed of application, quality is easily controllable, repeat and utilize, beneficial to environmental protection, meet national development requirement, be very suitable for promotion and implementation.
Description
Technical field
The utility model belongs to technical field of building construction, more particularly to a kind of fully-prefabricated assembled enclosure wall, it is adaptable to
The construction of the enclosure walls such as various family expenses, factory, building site, cell.
Background technology
Traditional enclosure wall is largely using the mixing enclosure wall of brick, iron skill formula enclosure wall.The wherein mixing fence structure of brick is to be onstructed complete
Into rear, it is necessary to carry out the process construction such as plaster again, thus site operation is long in time limit, and influenceed very big by season and weather, applied
Working medium amount is difficult to control to, and Wind-Pressure Resistance ability, and iron skill formula fence structure, is corroded for a long time by sleety weather, easily raw
Rust, thus go along with sb. to guard him costly.
The content of the invention
The technical problems to be solved in the utility model is exactly to overcome above-mentioned the deficiencies in the prior art, and provides a kind of meeting
Structure is safe and using on the basis of function, and construction speed is fast, quality is easily controllable, component presentation quality is good, good endurance, and
Beneficial to the fully-prefabricated assembled enclosure wall of environmental protection.
In order to solve the above technical problems, the technical solution adopted in the utility model is：
A kind of fully-prefabricated assembled enclosure wall is designed, including is assembled into the concrete prefabricated element of enclosure wall, wherein concrete is pre-
Component processed has pillar, cap, wallboard and beared down on one, and the fit-up gap that certain size is reserved between adjacent concrete prefabricated components connects
Seam, fluid sealant is provided with reserved fit-up gap seam crossing；Wherein prefabricated pillar passes through institute on built-in fitting and cast-in-place pier base
Set aside pre-embedded bolt is fastened and connected, and the connection between prefabricated pillar and wallboard is inserted for set matching between groove and wallboard on pillar
Binding structure；Between prefabricated post and cap, prefabricating coping between wallboard connection for reserved steel bar suspension ring between preformed hole matching insert
Binding structure, and the cement slurry for being perfused with to block in its junction.
Preferably, in above-mentioned fully-prefabricated assembled enclosure wall, prefabricated post, wallboard, bear down on one with any one in cap or
The whole of any two or three, are at least spliced by two pieces.
Preferably, in above-mentioned fully-prefabricated assembled enclosure wall, the reserved fit-up gap of institute between adjacent concrete prefabricated components
The size of seam is 10mm.
Preferably, in above-mentioned fully-prefabricated assembled enclosure wall, the fluid sealant is concrete special seal gum.
Preferably, in above-mentioned fully-prefabricated assembled enclosure wall, institute's set aside pre-embedded part is pre-embedded steel slab on prefabricated pillar.
Preferably, in above-mentioned fully-prefabricated assembled enclosure wall, the bolt connection position of the pre-embedded steel slab, which is provided with, mutually fits
The steel plate washer matched somebody with somebody.
Preferably, in above-mentioned fully-prefabricated assembled enclosure wall, on the wherein one side of prefabricated pillar, or relative two
On side, or two adjacent sides are provided with groove.
The beneficial effect of technical solutions of the utility model is：
1st, in structure, connection uses the attachment structure of connected structure or Superimposed fastener between precast concrete,
And fitted seal glue or cement slurry closure fit-up gap, on the basis of meeting structure safety and using function, solve
The problem of on-site concrete wet trade, it is to avoid the influence of season and weather to site operation, with construction speed is fast, quality
Easily controllable, component presentation quality is good, good endurance, and enclosure wall can dismount, be conducive to recycling the features such as.
2nd, in structure, using full concrete earthen wall, finished product member flatness, dimensional discrepancy very little save the later stage
Wall plastering process；Concrete curing is not influenceed by weather, temperature, shortens the duration, saves teletostage maintenance measure expense；Construction
Workman is specialized, and quality is guaranteed.The defects such as traditional poor, poor durability of brick wall fence shock resistance are also avoid simultaneously, and are kept away
The common fault of iron skill formula enclosing structure corrosion resistance difference is exempted from.
3rd, to sum up, the full assembling construction in the fully-prefabricated assembled enclosure wall scene of the utility model, all realizes the prefabricated of component,
Site operation speed is improved, and quality is easily controllable, can reuse, so that beneficial to environmental protection, meeting national development will
Ask, be very suitable for promotion and implementation.
Brief description of the drawings
Embodiment of the present utility model is described in further detail below in conjunction with the accompanying drawings, wherein：
Fig. 1 is the schematic diagram of the fully-prefabricated assembled fence structure of the utility model；
Fig. 2 is the attachment structure schematic diagram of prefabricated pillar and wallboard；
Fig. 3 is the structural representation one of prefabricated pillar；
Fig. 4 is the structural representation two of prefabricated pillar；
Fig. 5 is the structural representation three of prefabricated pillar；
Fig. 6 is the attachment structure schematic diagram of prefabricated pillar and cap；
Fig. 7 is prefabricated panel and the attachment structure schematic diagram beared down on one；
Fig. 8 is the attachment structure schematic diagram of prefabricated pillar and pier base；
Sequence number in figure：1st, cap, 2, bear down on one, 3, pillar, 3-1, groove, 4, wallboard, 5, pier base, 6, embedded bar
Suspension ring, 7, pre-embedded bolt, 8, pre-embedded steel slab.
Embodiment
Illustrate embodiment of the present utility model with reference to the accompanying drawings and examples, but following examples are to use
To describe the utility model in detail, scope of the present utility model is not limited in any way, it is involved in the examples below
Instrument element unless otherwise instructed, be conventional instrument element.
Embodiment one：
Referring to Fig. 1, in figure, the fully-prefabricated assembled enclosure wall of the utility model, by taking single span as an example, often across by eight blocks of prefabricated components
Composition, i.e., two caps 1, one bear down on one 2, two pillars 3, three blocks of wallboards 4.Each precast concrete presses layout design and pre-
Stay and be embedded with bolt, steel plate, suspension ring, drip etc..10mm assembly building is reserved between the component and component of the assembling structure
Gap.Assembly connection between each component is included between pillar and cap, between pillar and pier base, the level beared down on one between wallboard connects
Connect, and pillar and wallboard vertical connection.Concrete component uses prefabrication, and finished product member flatness, dimensional discrepancy are very
Small, concrete curing is not influenceed by weather, temperature, shortens the duration, and construction worker is specialized, and quality is guaranteed.And material
Processing mechanization, steel bar meter is quality controllable.According to enclosure wall height and the actual size of span, prefabricated post, wallboard, bear down on one and post
The whole of any one or any two or three in cap, at least can be spliced by two pieces, to reduce prefabricated components
Volume, convenient transport.
Referring to Fig. 2, in figure, the vertical form that is linked and packed between prefabricated pillar and three blocks of wallboards is using on prefabricated pillar 3
Set groove 3-1 is plugged with the end of wallboard 4, and using the connected mode closure fit-up gap of concrete special seal gum.
Fig. 3-5, correspond to three kinds of forms of pillar 3, i.e. standard column, corner-pillar and door side column respectively.Wherein standard column is it
In groove is set on relative two sides, corner-pillar is sets groove on wherein adjacent two sides, door side column is wherein side
Face is provided with groove, and set groove 3-1 is connected to realize with adjacent wallboard 4.
Referring to Fig. 6-7, in figure, prefabricated pillar 3, wallboard 4 are employed in prefabricated post with cap 1, the connection between 2 of bearing down on one respectively
Son and panel tops embedded bar suspension ring 6 respectively between cap and the bottom institute preformed hole that bears down on one carry out match grafting, after by top
Injection cement slurry is blocked.
Referring to Fig. 8, in figure, between prefabricated pillar 3 and pier base 5 connection employ on pier base institute's pre-embedded bolt 7 with
Prefabricated bottom of the pillar institute pre-embedded steel slab 8 is connected, for example, can be connected using 4 pre-embedded bolts with pre-embedded steel slab, and adopt successively
Fit-up gap is blocked with concrete special seal gum.The bolt connection position of pre-embedded steel slab sets the steel pad for being additionally provided with and being adapted
Piece.
The work progress of the fully-prefabricated assembled enclosure wall of the utility model is as follows：
First the set aside pre-embedded bolt 7 on cast-in-place pier base, further according to arrangement and method for construction successively lifting pillars 3, wallboard 4, is pressed
Top 2 and cap 1, are reserved with the fit-up gap of certain size between component and component；After wallboard 4 is assembled, inside and outside it
Seam crossing beats concrete special seal gum, and bear down on one 2 and cap 1 are then assembled again, from top cement injection slurry after assembling, makes
Each prefabricated components formation overall structure.The fully-prefabricated assembled enclosure wall is on the basis of meeting structure safety and using function, solution
Determined iron skill railing enclosure wall corrosion, while the problem of also solving brick wall fence situ wet operation, it is to avoid season and weather are to existing
The influence of construction, with construction speed is fast, quality is easily controllable, the features such as reuse, be conducive to environmental protection.
The utility model is described in detail above in conjunction with drawings and examples, still, the skill of art
Art personnel, can also be specific to each in above-described embodiment it is understood that on the premise of the utility model objective is not departed from
Parameter is changed, and is formed multiple specific embodiments, is common excursion of the present utility model, no longer detailed one by one herein
State.
Claims (7)
1. a kind of fully-prefabricated assembled enclosure wall, it is characterized in that：Concrete prefabricated element including being assembled into enclosure wall, wherein concrete
Prefabricated components have pillar, cap, wallboard and beared down on one, and the fit-up gap of certain size is reserved between adjacent concrete prefabricated components
Seam, fluid sealant is provided with reserved fit-up gap seam crossing；Wherein prefabricated pillar passes through on built-in fitting and cast-in-place pier base
Institute's set aside pre-embedded bolt is fastened and connected, and the connection between prefabricated pillar and wallboard is set by pillar between groove and wall panel ends
Match connected structure；Connection between prefabricated post and cap, between prefabricating coping and wallboard is between reserved steel bar suspension ring and preformed hole
Match connected structure, and the cement slurry for being perfused with to block in its junction.
2. fully-prefabricated assembled enclosure wall according to claim 1, it is characterized in that：Prefabricated post, wallboard, bear down on one with cap
Any one or any two or the whole of three, are at least spliced by two pieces.
3. fully-prefabricated assembled enclosure wall according to claim 1, it is characterized in that：Institute is pre- between adjacent concrete prefabricated components
The size for staying fit-up gap seam is 10mm.
4. fully-prefabricated assembled enclosure wall according to claim 1, it is characterized in that：The fluid sealant is concrete Special seal
Glue.
5. fully-prefabricated assembled enclosure wall according to claim 1, it is characterized in that：Institute's set aside pre-embedded part is pre- on prefabricated pillar
Bury steel plate.
6. fully-prefabricated assembled enclosure wall according to claim 5, it is characterized in that：The bolt connection position of the pre-embedded steel slab
It is provided with the steel plate washer being adapted.
7. the fully-prefabricated assembled enclosure wall according to any one of claim 1 to 6, it is characterized in that：Wherein the one of prefabricated pillar
On side, either on two relative sides or two adjacent sides are provided with groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720179342.3U CN206562836U (en) | 2017-02-27 | 2017-02-27 | Fully-prefabricated assembled enclosure wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720179342.3U CN206562836U (en) | 2017-02-27 | 2017-02-27 | Fully-prefabricated assembled enclosure wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206562836U true CN206562836U (en) | 2017-10-17 |
Family
ID=60031323
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720179342.3U Expired - Fee Related CN206562836U (en) | 2017-02-27 | 2017-02-27 | Fully-prefabricated assembled enclosure wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206562836U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740507A (en) * | 2017-10-19 | 2018-02-27 | 江苏绿悦保温材料有限公司 | A kind of bridge cut-off construction method of self heat insulation wall and armored concrete |
| CN108930347A (en) * | 2018-09-25 | 2018-12-04 | 沈阳农业大学 | A kind of heliogreenhouse assembled wall |
| CN109236033A (en) * | 2018-09-14 | 2019-01-18 | 拓暄建设科技有限公司 | A kind of building prefabrication Assembled enclosing wall and its production technology |
| CN109296256A (en) * | 2018-11-29 | 2019-02-01 | 袁雪峰 | Assembling type fence in concrete and construction method |
| CN109441221A (en) * | 2018-12-29 | 2019-03-08 | 湖南天泽建材有限公司 | The combination assembled multifunctional landscape enclosure wall of Reinforced Concrete Slab Column and its method of construction |
| CN109798020A (en) * | 2019-03-19 | 2019-05-24 | 中国五冶集团有限公司 | A kind of Prefabricated enclosure wall structure |
| CN110145058A (en) * | 2019-06-21 | 2019-08-20 | 安徽海龙建筑工业有限公司 | A kind of full assembled superconduction proton system radiation shield concrete containment system |
| CN110242100A (en) * | 2019-06-05 | 2019-09-17 | 成都建工工业化建筑有限公司 | Precast concrete reinforcing prop |
| CN110630088A (en) * | 2019-08-29 | 2019-12-31 | 廊坊卓锐建材有限公司 | Assembled antique artistic enclosing wall and construction method thereof |
| CN114197959A (en) * | 2021-12-26 | 2022-03-18 | 福建省高华建设工程有限公司 | Ecological intelligent combined enclosing wall |
| CN114837491A (en) * | 2022-05-20 | 2022-08-02 | 山西建投远大建筑工业股份有限公司 | Prefabricated enclosure of assembled |
-
2017
- 2017-02-27 CN CN201720179342.3U patent/CN206562836U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740507A (en) * | 2017-10-19 | 2018-02-27 | 江苏绿悦保温材料有限公司 | A kind of bridge cut-off construction method of self heat insulation wall and armored concrete |
| CN109236033A (en) * | 2018-09-14 | 2019-01-18 | 拓暄建设科技有限公司 | A kind of building prefabrication Assembled enclosing wall and its production technology |
| CN108930347A (en) * | 2018-09-25 | 2018-12-04 | 沈阳农业大学 | A kind of heliogreenhouse assembled wall |
| CN109296256A (en) * | 2018-11-29 | 2019-02-01 | 袁雪峰 | Assembling type fence in concrete and construction method |
| CN109441221A (en) * | 2018-12-29 | 2019-03-08 | 湖南天泽建材有限公司 | The combination assembled multifunctional landscape enclosure wall of Reinforced Concrete Slab Column and its method of construction |
| CN109798020A (en) * | 2019-03-19 | 2019-05-24 | 中国五冶集团有限公司 | A kind of Prefabricated enclosure wall structure |
| CN110242100A (en) * | 2019-06-05 | 2019-09-17 | 成都建工工业化建筑有限公司 | Precast concrete reinforcing prop |
| CN110242100B (en) * | 2019-06-05 | 2024-05-14 | 成都建工工业化建筑有限公司 | Precast concrete reinforced column |
| CN110145058A (en) * | 2019-06-21 | 2019-08-20 | 安徽海龙建筑工业有限公司 | A kind of full assembled superconduction proton system radiation shield concrete containment system |
| CN110630088A (en) * | 2019-08-29 | 2019-12-31 | 廊坊卓锐建材有限公司 | Assembled antique artistic enclosing wall and construction method thereof |
| CN114197959A (en) * | 2021-12-26 | 2022-03-18 | 福建省高华建设工程有限公司 | Ecological intelligent combined enclosing wall |
| CN114837491A (en) * | 2022-05-20 | 2022-08-02 | 山西建投远大建筑工业股份有限公司 | Prefabricated enclosure of assembled |
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| 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: 20171017 |
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| CF01 | Termination of patent right due to non-payment of annual fee |