CN203821961U - Assembled-type wall - Google Patents
Assembled-type wall Download PDFInfo
- Publication number
- CN203821961U CN203821961U CN201420239607.0U CN201420239607U CN203821961U CN 203821961 U CN203821961 U CN 203821961U CN 201420239607 U CN201420239607 U CN 201420239607U CN 203821961 U CN203821961 U CN 203821961U
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- CN
- China
- Prior art keywords
- wind
- curtain wall
- penel
- resistant column
- grade beam
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 239000000203 mixture Substances 0.000 claims description 3
- 239000011241 protective layer Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 13
- 239000004567 concrete Substances 0.000 description 9
- 238000009434 installation Methods 0.000 description 4
- 230000007812 deficiency Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000000843 powder Substances 0.000 description 2
- 230000002742 anti-folding effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses an assembled-type wall. The assembled-type wall comprises ground beams, wall boards, a pressing roof and wind-resistant posts. The ground beams, the wall boards, the pressing roof and the wind-resistant posts are provided with steel net protection layers. The assembled-type wall is further provided with cup-opening foundations and post caps. The wind-resistant posts are inserted into the cup-opening foundations and the post caps are fixed to the wind-resistant posts. Each wall board is connected between two corresponding adjacent wind-resistant posts. The pressing roof is fixed to the tops of the wall boards. The ground beams are fixed to the bottoms of the wall boards. The assembled-type wall is attractive in appearance, light, high in strength and easy to construct.
Description
Technical field
The present invention relates to the enclosure wall in substation project, relate in particular to a kind of Assembled enclosing wall.
Background technology
Along with the requirement that the modern construction engineering duration is tight, quality is high is more and more higher, in construction work, especially in substation project, the construction of enclosure wall more and more requires that the duration is short but architectural effect is good.The enclosure wall construction of prior art, adopts masonry enclosure wall mostly, i.e. bricklayer is used the materials such as cement wall brick, is built into needed enclosure wall, and this enclosure wall application life is short, maintenance cost is high, outward appearance is attractive in appearance not, long construction period.
Application number is that 201120281872.1 Chinese patent " a kind of Assembled enclosing wall " discloses a kind of Assembled enclosing wall, comprise concrete independence rim of a cup basis, the rim of a cup groove interpolation on concrete independence rim of a cup basis is embedded with column, between two adjacent columns, insert and be embedded with wallboard, described wallboard bottom is fixed with bears down on one.Although this patent convenient construction, its structure is firm not, durability deficiency.
Application number is that 201320500962.4 Chinese patent " Assembled enclosing wall " discloses a kind of Assembled enclosing wall that adopts concrete prefabricated plate assembling to form, comprise basis, column and wallboard, described column side is provided with inserting groove, wallboard two ends embed respectively in the inserting groove that two root posts are relative, above described basis, be provided with rim of a cup, column bottom is arranged in rim of a cup, in the gap between rim of a cup and column, is filled with cement mortar.Described foundation bottom is provided with the built-in fitting in strap bolt hole, utilizes described built-in fitting to be connected basis and column with expansion bolt, and described wallboard upper end is provided with bears down on one, and column upper end is provided with cap.The wallboard of this patent is made a monoblock, brings some inconvenience to construction, and in addition, this structure is firm not, durability deficiency.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, provide a kind of lightweight, high-strength, easily construction and apparent Assembled enclosing wall attractive in appearance.
Above-mentioned purpose of the present utility model is achieved by following technical solution:
A kind of Assembled enclosing wall, comprises grade beam, curtain wall penel, bears down on one and wind-resistant column, described grade beam, curtain wall penel, bears down on one and wind-resistant column is provided with steel mesh topping.
Described steel mesh topping is many crisscross compositions of steel bar, and described steel mesh protective layer thickness is 10 ~ 15mm.Described steel mesh topping is strengthened anti-folding of the present utility model, compressive strength from both direction in length and breadth, makes total firm, and durability is strong.
Further, be also provided with rim of a cup basis and cap, described rim of a cup basis is inserted and is embedded with wind-resistant column, described cap is fixed on wind-resistant column, between described adjacent wind-resistant column, be connected with curtain wall penel, described curtain wall penel top is fixed with bears down on one, and described curtain wall penel bottom is fixed with grade beam.
Described curtain wall penel is provided with the syndeton being connected with another curtain wall penel.Described syndeton is that curtain wall penel both sides are respectively equipped with recess and protuberance, the protuberance interlock of described recess and adjacent curtain wall penel, the recess interlock of described protuberance and adjacent curtain wall penel.Assembled by multiple curtain wall penels, make construction more convenient, and curtain wall penel thickness 1/4 left and right that is conventional thickness.Described curtain wall penel is provided with multiple the first holes for hoist, convenient installation.Curtain wall penel should adopt direction lifting consistent with plate installation direction, and Ying Heng does not hang.Further, described curtain wall penel thickness is 30 ~ 60 millimeters, and described curtain wall penel span is 2.5 ~ 4.5 meters.
Described wind-resistant column comprises center pillar and corner post, and the relative both sides of described center pillar are provided with wallboard draw-in groove, and the adjacent both sides of described corner post are provided with wallboard draw-in groove.Corner post is connected and fixed polylith curtain wall penel while being used for curtain wall penel layout in 90 °, center pillar is connected and fixed polylith curtain wall penel while being used for curtain wall penel straight line.
Described wind-resistant column is provided with the groove that bears down on one, and described cap is equipped with multiple drips with bearing down on one, and described grade beam is provided with multiple drain holes.The described groove that bears down on one is fixed for wind-resistant column and the interlock of bearing down on one.Described drip and drain hole are for the discharge of rainwater.Described wind-resistant column is also provided with multiple the 3rd holes for hoist to facilitate lifting.
Described bearing down on one is provided with the first interface corresponding with curtain wall penel protuberance or recess.Described bearing down on one is provided with the convenient lifting of multiple the second holes for hoist.
Described grade beam is provided with second interface corresponding with curtain wall penel recess or protuberance.Described grade beam is provided with the convenient lifting of multiple the 4th holes for hoist.
On the wall of cup of described rim of a cup basis, along being provided with six bolt hole corresponding with grade beam to fix grade beam, be provided with the convenient lifting of multiple the 5th holes for hoist.Between described rim of a cup basis and wind-resistant column, be filled with pea gravel concreten.
Described bearing down on one is provided with multiple the first bolts hole to fix wind-resistant column, and described wind-resistant column is corresponding is provided with multiple the second bolts hole fixedly to bear down on one; Described cap is provided with multiple the 3rd bolts hole to fix cap on wind-resistant column, correspondingly on described wind-resistant column is provided with multiple the 4th bolts hole to fix cap; Described grade beam is provided with multiple the 5th bolts hole to fix grade beam edge on the wall of cup of rim of a cup basis, and on the wall of cup of described rim of a cup basis, edge is provided with six bolt hole corresponding with grade beam to fix grade beam.Each bolt hole plays the effect of the connection between fixing all parts.
Wind-resistant column and grade beam adopt C30 concrete for making; Rim of a cup basis adopts C25 concrete for making; Miscellaneous part adopts fluidised form very-high performance inorganic powder concrete for making.Because entirety is considered to coordinate and aesthetic property, the cross section of wind-resistant column is too small, and the aesthetics of enclosure wall overall appearance is very poor, therefore the wind-resistant column of enclosure wall adopts common concrete to make, rim of a cup basis needs the deadweight of antidumping needs itself larger in addition, therefore adopts low-grade ordinary concrete to make.
The utility model adopts assembled,, wind-resistant column assembled by polylith curtain wall penel and curtain wall penel is assembled, curtain wall penel and bear down on one and grade beam is assembled realizes.This is simple in structure, easily construction, and accelerating construction progress fast, reduces construction site management difficulty.
Compared with prior art, the beneficial effects of the utility model are as follows:
(1) adopted fluidised form very-high performance inorganic powder concrete, thickness is traditional product 1/3 ~ 1/5, has significantly alleviated weight, has improved mechanical index performance and the durability performance of product;
(2) product is realized by assembling process, has increased the flexibility of site operation, has significantly alleviated construction labour intensity, has reduced the complex management degree of job site;
(3) be provided with steel mesh topping, strengthen high-strength durable of the present utility model;
figure of description
Fig. 1 is structure elevation of the present utility model; Wherein, 1, curtain wall penel; 2, wind-resistant column; 3, bear down on one; 4, cap; 5, grade beam; 6, rim of a cup basis; 23, drain hole;
Fig. 2 is the structure elevation of curtain wall penel; Wherein, 8, protuberance; 9 recesses; 10, the first hole for hoist;
Fig. 3 is the structure side view of curtain wall penel; Wherein, 8, protuberance; 9 recesses;
Fig. 4 is the structural representation bearing down on one; Wherein, 12, the second hole for hoist; 13, the first bolt hole; 14, drip;
Fig. 5 is 1-1 sectional drawing in Fig. 4; Wherein, 11, first interface; 12 second holes for hoist; 14 drips;
Fig. 6 is the structure side view of wind-resistant column; Wherein, 16, wallboard draw-in groove; 17, the groove that bears down on one; 19, the 3rd hole for hoist;
Fig. 7 is center pillar top view; Wherein, 15, the second bolt hole; 16, wallboard draw-in groove; 18, the 4th bolt hole;
Fig. 8 is corner post top view; Wherein, 15, the second bolt hole; 16, wallboard draw-in groove; 18, the 4th bolt hole;
Fig. 9 is the structure top view of cap; Wherein, 14, drip; 20, the 3rd bolt hole;
Figure 10 is 2-2 sectional view in Fig. 9; Wherein, 14, drip; 20, the 3rd bolt hole;
Figure 11 is the structure top view of grade beam; Wherein, 21, the second interface; 24, the 5th bolt hole;
Figure 12 is the structure elevation of grade beam; Wherein, 21, the second interface; 22, the 4th hole for hoist; 23, drain hole;
Figure 13 is 3-3 sectional view in Figure 11; Wherein, 22, the 4th hole for hoist; 23, drain hole; 24, the 5th bolt hole;
Figure 14 is the structure elevation on rim of a cup basis; Wherein, 25, the 6th bolt hole; 26, the 5th hole for hoist;
Figure 15 is the structure top view on rim of a cup basis.
Detailed description of the invention
Below in conjunction with Figure of description and specific embodiment, the utility model is made further and being elaborated, but embodiment does not limit in any form the utility model.
Embodiment 1
As shown in Figure 1, 2, 3, a kind of Assembled enclosing wall, comprise curtain wall penel 1, wind-resistant column 2, bear down on one 3 and cap 4, grade beam 5 and rim of a cup basis 6, described curtain wall penel is provided with the syndeton being connected with another curtain wall penel, described syndeton is that curtain wall penel both sides are respectively equipped with recess 9 and protuberance 8, protuberance 8 interlocks of described recess 9 and adjacent curtain wall penel, recess 9 interlocks of described protuberance 8 and adjacent curtain wall penel.Curtain wall penel is provided with multiple the first holes for hoist 10, convenient installation.Curtain wall penel should adopt direction lifting consistent with plate installation direction, and Ying Heng does not hang.
As shown in Fig. 4,5,7, described in bear down on one and be provided with the first interface corresponding with curtain wall penel protuberance 11.Described bearing down on one is provided with the convenient lifting of multiple the second hole for hoist 12, is provided with multiple the first bolts hole 13 to fix wind-resistant column.Wind-resistant column is corresponding is provided with multiple the second bolts hole 15 fixedly to bear down on one.Described bearing down on one is also provided with multiple drips 14.
As shown in Fig. 6,7,8, described wind-resistant column comprises center pillar and corner post.The adjacent both sides of described corner post are provided with wallboard draw-in groove 16, are connected and fixed polylith curtain wall penel during for curtain wall penel layout in 90 °.The relative both sides of described center pillar are provided with wallboard draw-in groove 16, are connected and fixed polylith curtain wall penel during for curtain wall penel straight line.
As shown in Fig. 6,9,10, described wind-resistant column is provided with the groove 17 that bears down on one, and described cap is provided with multiple drips 14.The described groove 17 that bears down on one is fixed for wind-resistant column and the interlock of bearing down on one.Cap is provided with multiple the 3rd bolts hole 20 to fix cap on wind-resistant column, correspondingly on wind-resistant column is provided with multiple the 4th bolts hole 18, to fix cap.Described wind-resistant column is also provided with multiple the 3rd holes for hoist 19 to facilitate lifting.
As shown in Figure 11,12,13, described grade beam is provided with second interface 21 corresponding with curtain wall penel recess.Described grade beam is provided with the convenient lifting of multiple the 4th hole for hoist 22, is provided with multiple drain holes 23 to facilitate the discharge of water, is also provided with multiple the 5th bolts hole 24 to fix grade beam edge on the wall of cup of rim of a cup basis.
As shown in Figure 14,15, described rim of a cup basis is inserted and is embedded with wind-resistant column, on the wall of cup of described rim of a cup basis, along being provided with six bolt hole 25 corresponding with grade beam to fix grade beam, is provided with the convenient lifting of multiple the 5th hole for hoist 26.
Between described rim of a cup basis and wind-resistant column, be filled with C30 pea gravel concreten.
Further, described grade beam, curtain wall penel, bear down on one and wind-resistant column is provided with and has the steel mesh topping that thickness is 13mm, described steel mesh topping be described in many crisscross compositions of steel bar for curtain wall penel thickness is 45mm, described curtain wall penel span is 3.5m.
Claims (10)
1. an Assembled enclosing wall, comprises grade beam, curtain wall penel, bears down on one and wind-resistant column, it is characterized in that, described grade beam, curtain wall penel, bears down on one and wind-resistant column is provided with steel mesh topping.
2. a kind of Assembled enclosing wall according to claim 1, is characterized in that, described steel mesh topping is many crisscross compositions of steel bar, and described steel mesh protective layer thickness is 10 ~ 15mm.
3. a kind of Assembled enclosing wall according to claim 1, it is characterized in that, also be provided with rim of a cup basis and cap, described rim of a cup basis is inserted and is embedded with wind-resistant column, described cap is fixed on wind-resistant column, between described adjacent wind-resistant column, be connected with curtain wall penel, described curtain wall penel top is fixed with bears down on one, and described curtain wall penel bottom is fixed with grade beam.
4. according to a kind of Assembled enclosing wall described in claim 1 or 3, it is characterized in that, described curtain wall penel is provided with the syndeton being connected with another curtain wall penel.
5. a kind of Assembled enclosing wall according to claim 4, is characterized in that, described syndeton is that curtain wall penel both sides are respectively equipped with recess and protuberance, the protuberance interlock of described recess and adjacent curtain wall penel, the recess interlock of described protuberance and adjacent curtain wall penel.
6. a kind of Assembled enclosing wall according to claim 5, is characterized in that, described curtain wall penel thickness is 30 ~ 60mm, and described curtain wall penel span is 2.5 ~ 4.5m.
7. according to a kind of Assembled enclosing wall described in claim 1 or 3, it is characterized in that, described wind-resistant column comprises center pillar and corner post, and the relative both sides of described center pillar are provided with wallboard draw-in groove, and the adjacent both sides of described corner post are provided with wallboard draw-in groove.
8. a kind of Assembled enclosing wall according to claim 7, is characterized in that, described wind-resistant column is provided with the groove that bears down on one, described cap and bear down on one and be equipped with multiple drips, and described grade beam is provided with multiple drain holes.
9. a kind of Assembled enclosing wall according to claim 3, is characterized in that, described in bear down on one and be provided with the first interface corresponding with curtain wall penel protuberance or recess, described grade beam is provided with second interface corresponding with curtain wall penel recess or protuberance.
10. a kind of Assembled enclosing wall according to claim 3, is characterized in that, described in bear down on one and be provided with multiple the first bolts hole to fix wind-resistant column, described wind-resistant column is corresponding is provided with multiple the second bolts hole fixedly to bear down on one; Described cap is provided with multiple the 3rd bolts hole to fix cap on wind-resistant column, correspondingly on described wind-resistant column is provided with multiple the 4th bolts hole to fix cap; Described grade beam is provided with multiple the 5th bolts hole to fix grade beam edge on the wall of cup of rim of a cup basis, and on the wall of cup of described rim of a cup basis, edge is provided with six bolt hole corresponding with grade beam to fix grade beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420239607.0U CN203821961U (en) | 2014-05-12 | 2014-05-12 | Assembled-type wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420239607.0U CN203821961U (en) | 2014-05-12 | 2014-05-12 | Assembled-type wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203821961U true CN203821961U (en) | 2014-09-10 |
Family
ID=51477474
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420239607.0U Expired - Lifetime CN203821961U (en) | 2014-05-12 | 2014-05-12 | Assembled-type wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203821961U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264865A (en) * | 2014-09-23 | 2015-01-07 | 国家电网公司 | Assembly type firewall |
| CN104478345A (en) * | 2014-12-26 | 2015-04-01 | 黄贺明 | Prefabricatedfireproof wall and preparation method thereof |
| CN105544585A (en) * | 2016-01-26 | 2016-05-04 | 柳州市力万科技有限公司 | Portable house foundation connecting device |
| CN110447420A (en) * | 2019-07-19 | 2019-11-15 | 广东省建筑工程集团有限公司 | A kind of ecological enclosure wall of the recyclable application of pin-connected panel |
| CN111502121A (en) * | 2020-04-14 | 2020-08-07 | 中铁第四勘察设计院集团有限公司 | Column base joint of assembled structure and construction method thereof |
| CN113482440A (en) * | 2021-06-28 | 2021-10-08 | 中国一冶集团有限公司 | Assembled fender |
-
2014
- 2014-05-12 CN CN201420239607.0U patent/CN203821961U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264865A (en) * | 2014-09-23 | 2015-01-07 | 国家电网公司 | Assembly type firewall |
| CN104478345A (en) * | 2014-12-26 | 2015-04-01 | 黄贺明 | Prefabricatedfireproof wall and preparation method thereof |
| CN105544585A (en) * | 2016-01-26 | 2016-05-04 | 柳州市力万科技有限公司 | Portable house foundation connecting device |
| CN110447420A (en) * | 2019-07-19 | 2019-11-15 | 广东省建筑工程集团有限公司 | A kind of ecological enclosure wall of the recyclable application of pin-connected panel |
| CN111502121A (en) * | 2020-04-14 | 2020-08-07 | 中铁第四勘察设计院集团有限公司 | Column base joint of assembled structure and construction method thereof |
| CN113482440A (en) * | 2021-06-28 | 2021-10-08 | 中国一冶集团有限公司 | Assembled fender |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180929 Address after: 511600 38 lotus pond village, Shek Kok town, Fogang, Qingyuan, Guangdong Patentee after: GUANGDONG GAITEQI NEW MATERIALS TECHNOLOGY Co.,Ltd. Address before: 518000 3A, 20A, Yue Yuan Garden, Whampoa, Futian District, Shenzhen, Guangdong. Patentee before: Huang Heming |
|
| CX01 | Expiry of patent term |
Granted publication date: 20140910 |