CN207749908U - A kind of enclosure wall of full assembly lightweight steel construction - Google Patents
A kind of enclosure wall of full assembly lightweight steel construction Download PDFInfo
- Publication number
- CN207749908U CN207749908U CN201721339317.3U CN201721339317U CN207749908U CN 207749908 U CN207749908 U CN 207749908U CN 201721339317 U CN201721339317 U CN 201721339317U CN 207749908 U CN207749908 U CN 207749908U
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- wall
- foundation
- column
- sides
- 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.)
- Active
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/16—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/20—Posts therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/20—Posts therefor
- E04H17/22—Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Fencing (AREA)
Abstract
The utility model discloses a kind of enclosure walls of full assembly lightweight steel construction；The enclosure wall is made of the interconnection of multiple repetitive units, and each repetitive unit includes prefabricated column foundation, prefabricated foundation of wall, prefabricated post, prefabricated panel, prefabricated bolumn cap and dry wall eaves；Prefabricated foundation of wall longitudinal middle part is equipped with card slot；One end face of prefabricated post is equipped with vertical card slot；Prefabricated column foundation and dry wall basis instrument are on smooth good foundation pit bottom surface；Prefabricated foundation of wall both ends are connected with prefabricated column foundation respectively；Prefabricated post is connect with prefabricated column foundation；The column of prefabricated panel both sides is stuck in the card slot of two prefabricated posts, and prefabricated panel is stuck in the card slot of prefabricated foundation of wall.The utility model can substitute the bounding wall system of current situ wet operation method construction, and intensity and toughness can be compared with current well accepted stone brick wall fence or enclosure of concrete, and the utility model effectively shortens the construction period under the premise of ensureing that safety is beautiful, reduces waste.
Description
Technical field
The utility model is related to a kind of enclosure walls to belong to building work more particularly to a kind of enclosure wall of full assembly lightweight steel construction
Journey field.
Background technology
Enclosure wall refers to a kind of vertical space partition constructure, general to use for enclosing, being isolated or protecting a certain region
The materials such as timber, stone brick, concrete, metal are constructed.Well accepted at present is stone brick wall fence and enclosure of concrete.
Bounding wall system further includes the gatekeeper etc. of basic enclosure wall opening in addition to including vertical wall body structure.
General bounding wall system is made of column foundation, foundation of wall, column, wall, bolumn cap, wall eaves etc., in different bounding wall systems
Occur with different types, it is also possible to not have：Such as in provisional light-duty bounding wall system, can there is no foundation of wall；It is certain to enclose
In wall system, without wall eaves or without bolumn cap etc..
In Practical Project, bounding wall system generally uses the materials such as timber, stone brick, concrete, metal to construct.Current
There are the following problems for bounding wall system：
The reasons such as 1, timber enclosure wall is low by the strength of materials, raw material supply is less are influenced, it is difficult to large-scale popularization.Easily by
The area of typhoon influence, wooden enclosure wall are easy to be destroyed by disaster caused by a windstorm.Reduce the influence of wind if punched, and affects conduct
The screening effect of enclosure wall, so the application of timber enclosure wall is limited.
2, it is slower to build speed by laying bricks or stones for stone brick wall fence.In order to reduce the differential settlement that building mortar layer is generated by compression, stone brick encloses
Wall cannot disposably be built by laying bricks or stones to top, need often to build 1m high or so just pauses by laying bricks or stones, ability is upward after waiting mortar joints are stiff to have intensity
Continue to build by laying bricks or stones.This just makes stone brick wall fence build speed by laying bricks or stones significantly to slow down, and needs to expend a large amount of artificial.Stone brick wall fence can produce when removing
Raw many building wastes can also expend largely manually when clearing, also handle the pressure of building waste.
3, enclosure of concrete speed of application is slow because be related to formwork supporting plate, assembling reinforcement, casting concrete, concrete support
The a series of activities such as shield.So the speed of application using enclosure of concrete is slower, and expend a large amount of artificial and materials.Concrete
Enclosure wall will produce many building wastes when removing, and can also be expended when clearing largely manually, also handle the pressure of building waste.
4, metal enclosure wall is typically used as interim, small-sized enclosure wall at present, using poured in place concrete basis, metal component
Between connected using the modes such as site welding or bolt, metal component can be realized partly and be recycled.Existing metal enclosure wall base
This is all that the wall of enclosure wall is formed by polylith metal board material splice using single sheet metal as wall, in addition to basis is scene
It pours, except speed of application is relatively slow, installation speed of the current metal enclosure wall on basis is also than faster.But due to structure
Smaller at the single metal component section of wall, current metal enclosure wall is generally made more frivolous, usually on sheet metal
Open up multiple ventilation holes, make it is penetrating inside and outside metal enclosure wall, and height it is smaller, otherwise enclosure wall becomes in the case where wind load is larger
Shape is apparent；Therefore, existing metal enclosure wall can only be used as interim, small-sized enclosure wall and use, cannot be widely accepted
Stone brick wall fence, enclosure of concrete are compared.
Utility model content
The purpose of this utility model be exactly to overcome the shortcomings of the existing bounding wall system of the prior art, provide a kind of wall with it is existing
Some enclosure of concrete height is identical, not penetrating, it can be achieved that material all recycles, the big full assembly lightweight steel construction of strength of wall body
Enclosure wall and assemble method effectively reduce the construction period, reduce waste of material.
The purpose of this utility model is realized by following methods：
A kind of enclosure wall of full assembly lightweight steel construction, which is characterized in that be made of the interconnection of multiple repetitive units, Mei Gechong
Multiple unit includes prefabricated column foundation, prefabricated foundation of wall, prefabricated post, prefabricated panel, prefabricated bolumn cap and dry wall eaves；Prefabricated foundation of wall
Longitudinal middle part is equipped with card slot；One end face of prefabricated post is equipped with vertical card slot；Prefabricated panel includes column, crossbeam, diagonal brace knead dough
Plate；Column has more, and two root posts are respectively provided at both sides, and at least a root post is arranged among the column of both sides, and crossbeam has
More, two crossbeams are separately positioned on both sides up and down, and an at least crossbeam is arranged between upper and lower both sides crossbeam；Crossbeam and column
Connection；Diagonal brace is arranged between the vertical angles of the quadrangle in two crossbeams and two root posts formation；Prefabricated column foundation and dry wall
Basis instrument is on smooth good foundation pit bottom surface；Prefabricated foundation of wall both ends are connected with prefabricated column foundation respectively；Prefabricated post with it is prefabricated
Column foundation connects；The column of prefabricated panel both sides is stuck in the card slot of two prefabricated posts, and prefabricated panel is stuck in the card of prefabricated foundation of wall
In slot, the top of prefabricated panel is equipped with dry wall eaves, is equipped with prefabricated bolumn cap at the top of prefabricated post, dry wall eaves both ends respectively with it is prefabricated
Bolumn cap connects；Column, crossbeam and diagonal brace be light gauge cold-formed steel shape component, and panel is arranged to be constituted in column, crossbeam and diagonal brace
Plane both sides.
To further realize the utility model aim, it is preferable that a height of 2.5m~3m of the prefabricated panel 4, length are
3m~4m.
Preferably, the prefabricated column foundation and prefabricated foundation of wall for concrete formation or use metal material；It is prefabricated post, pre-
Bolumn cap processed, dry wall eaves are cladded with decoration panel using lightweight steel component as keel.
Preferably, the prefabricated panel includes four columns, three crossbeams and four diagonal braces；Two root posts are separately positioned on
Both sides, two root posts are uniformly arranged among the column of both sides；Two crossbeams are separately positioned on both sides up and down, a crossbeam setting
Among upper and lower both sides crossbeam；On the quadrangle that four diagonal braces are separately positioned on two crossbeams and two root posts are formed.
Preferably, the prefabricated panel includes 7 root posts, 4 crossbeams and 16 diagonal braces；Two root posts are separately positioned on two
Side, 5 root posts are arranged among the column of both sides, and the positive middle part of column in both sides is arranged in an intermediate root post, and middle standing pillar is left
The right side respectively sets two root posts；Two crossbeams are separately positioned on both sides up and down, and in addition two crossbeams are arranged among upper and lower both sides crossbeam,
It is spaced between intermediate two crossbeams larger；Middle standing pillar is disconnected with intermediate two crossbeam junctions；16 diagonal braces are separately positioned on
Arbitrary two crossbeams and two root posts are formed in the vertical angles of square.
Preferably, it is bolted at the top of the bottom of the prefabricated post and prefabricated column foundation.
Preferably, the bottom edge of the prefabricated panel and the top surface of prefabricated foundation of wall are bolted.
Preferably, the dry wall eaves is connected by the top of bolt and prefabricated panel；The both ends of dry wall eaves pass through spiral shell
Bolt is connect with prefabricated post.
Preferably, the prefabricated bolumn cap is connected by the top of bolt and prefabricated post.
The prefabricated column foundation, prefabricated foundation of wall use prefabricated components, non-at-scene to pour.
Compared with the existing technology, the utility model has the following advantages that and advantageous effect：
1) the utility model speed of application is fast.Enclosure wall excavation of foundation pit and it is smooth it is good after, by prefabricated column foundation and the prefabricated wall base
Plinth is set on smooth good foundation pit bottom surface, is bolted at the top of prefabricated column bottom and prefabricated column foundation, using lifting
Prefabricated panel both sides are inserted into the card slot of prefabricated post by means from top to bottom, and prefabricated panel bottom edge and the top surface of prefabricated foundation of wall are logical
It crosses and is bolted.Prefabricated bolumn cap is connected by the top of bolt and prefabricated post, and dry wall eaves passes through bolt and prefabricated panel top
Connection, the both ends of dry wall eaves are connect by bolt with prefabricated post.Prefabricated column foundation, prefabricated foundation of wall, pre- is installed repeatedly
Column processed, prefabricated panel, prefabricated bolumn cap, dry wall eaves.All modules are prefabricated, only need to use spiral shell at the scene between module
It tethers and connects, so installation speed is fast.
2) the utility model has the advantages of convenient installation.Due to using lightweight steel construction, so prefabricated post, prefabricated panel do not weigh.By normal
Enclosure wall 2.5m~the 3m high seen, the wide 3m~4m of every wallboard are calculated, monolithic wallboard weight about 120kg~150kg, two, three behaviour
Making personnel can easily utilize mini-plant to carry, install and dismounting.In addition to prefabricated panel be embedded in prefabricated post card slot it
Outside, other connection types, which are all made of, is bolted, therefore installs and dismantle all convenient and efficient.
3) the utility model is fabricated to prefabricated post, prefabricated panel and prefabricated column foundation, dry wall using light gauge cold-formed steel shape
Basic, prefabricated bolumn cap, dry wall eaves form the larger structure of intensity and toughness, although being significantly less weight than stone brick wall fence and coagulation fortifield village
Wall, but strength and stiffness are at all no less than both rear.So the utility model can by surfaces of wall cover decoration panel,
Well accepted stone brick wall fence or enclosure of concrete are simulated in terms of perception；
4) the utility model makes all modules of bounding wall system can be recycled, and avoids wasting.
Description of the drawings
Fig. 1 is a kind of structural schematic diagram of a repetitive unit of the enclosure wall of full assembly lightweight steel construction of the utility model.
Fig. 2 is the structural schematic diagram of prefabricated column foundation in Fig. 1.
Fig. 3 is the structural schematic diagram of prefabricated foundation of wall in Fig. 1.
Fig. 4 is the structural schematic diagram of prefabricated post in Fig. 1.
Fig. 5 is the structural representation of the first way of realization of prefabricated panel in Fig. 1.
Fig. 6 is the structural representation of second of way of realization of prefabricated panel in Fig. 1.
Fig. 7 is prefabricated bolumn cap and dry wall eaves scheme of installation in Fig. 1.
It is shown in figure, prefabricated column foundation 1, prefabricated foundation of wall 2, prefabricated post 3, prefabricated panel 4, prefabricated bolumn cap 5, dry wall eaves
6, column 4-1, crossbeam 4-2, diagonal brace 4-3.
Specific implementation mode
Preferably to support the utility model, the utility model will be further described below with reference to the accompanying drawings, but this reality
It is unlimited so with novel embodiment.
As shown in figs. 1-7, a kind of enclosure wall of full assembly lightweight steel construction, is made of, each the interconnection of multiple repetitive units
Repetitive unit includes prefabricated column foundation 1, prefabricated foundation of wall 2, prefabricated post 3, prefabricated panel 4, prefabricated bolumn cap 5 and dry wall eaves 6；
Prefabricated column foundation 1 and the preferably concrete formation of prefabricated foundation of wall 2 use metal material；2 longitudinal middle part of prefabricated foundation of wall is set
There is card slot；One end face of prefabricated post 3 is equipped with vertical card slot；Prefabricated panel 4 includes column 4-1, crossbeam 4-2, diagonal brace 4-3 knead doughs
Plate；Column 4-1 has more, and two root posts are respectively provided at both sides, and at least a root post is arranged among the column of both sides, crossbeam
4-2 has more, and two crossbeams are separately positioned on both sides up and down, and an at least crossbeam is arranged between upper and lower both sides crossbeam；Crossbeam
4-2 is connected with column 4-1；Diagonal brace 4-3 is arranged between the vertical angles of the quadrangle in two crossbeams and two root posts formation；It is preferred that
A height of 2.5m~3m of prefabricated panel 4, length are 3m~4m；Prefabricated column foundation 1 and prefabricated foundation of wall 2 are set to smooth good base
It cheats on bottom surface；2 both ends of prefabricated foundation of wall are connected with prefabricated column foundation 1 respectively；Prefabricated post 3 is connect with prefabricated column foundation 1；It is prefabricated
The column of 4 both sides of wallboard is stuck in the card slot of two prefabricated posts 3, and prefabricated panel 4 is stuck in the card slot of prefabricated foundation of wall 2, dry wall
The top of plate 4 is equipped with dry wall eaves 6, and the top of prefabricated post 3 is equipped with prefabricated bolumn cap 5,6 both ends of dry wall eaves respectively with prefabricated bolumn cap 5
Connection.Column 4-1, crossbeam 4-2 and diagonal brace 4-3 are light gauge cold-formed steel shape component, panel setting in column 4-1, crossbeam 4-2 and
The plane both sides that diagonal brace 4-3 is constituted.
Preferably, as shown in figure 5, the first way of realization of prefabricated panel 4 include four columns 4-1, three crossbeam 4-2 and
Four diagonal brace 4-3；Two root posts are respectively provided at both sides, and two root posts are uniformly arranged among the column of both sides；Two crossbeams
Both sides up and down are separately positioned on, a crossbeam is arranged among upper and lower both sides crossbeam；Four diagonal brace 4-3 are separately positioned on two cross
On the quadrangle that beam and two root posts are formed.
Preferably, as shown in fig. 6, second of the way of realization of prefabricated panel 4 include 7 root post 4-1, four crossbeam 4-2 and
16 diagonal brace 4-3；Two root posts are respectively provided at both sides, and 5 root posts are arranged among the column of both sides, and an intermediate root post is set
The positive middle part of column in both sides is set, middle standing pillar or so respectively sets two root posts；Two crossbeams are separately positioned on both sides up and down, in addition
Two crossbeams are arranged among upper and lower both sides crossbeam, are spaced between intermediate two crossbeams larger；Middle standing pillar and intermediate two cross
Beam junction disconnects；16 diagonal brace 4-3 are separately positioned on arbitrary two crossbeams and two root posts are formed in the vertical angles of square.
Preferably, the bottom of prefabricated post 3 and the top of prefabricated column foundation 1 are bolted；The bottom edge of prefabricated panel 4 with
The top surface of prefabricated foundation of wall 2 is bolted；Dry wall eaves 6 is connect by bolt with the top of prefabricated panel 4；Dry wall eaves
6 both ends are connect by bolt with prefabricated post 3.Prefabricated bolumn cap 5 is connected by the top of bolt and prefabricated post.
Prefabricated post 3, prefabricated panel 4, prefabricated bolumn cap 5, dry wall eaves 6 are cladded with decoration panel using lightweight steel component as keel.
A kind of assemble method of full assembly lightweight steel construction enclosure wall, prefabricated column foundation and the prefabricated wall base in each repetitive unit
Plinth is set on smooth good foundation pit bottom surface, and prefabricated post surface is equipped with vertical card slot, the top of prefabricated column bottom and prefabricated column foundation
Portion connects, and 4 both sides of prefabricated panel is inserted into from top to bottom in the card slot of prefabricated post 3 using lifting mode or other modes, in advance
4 bottom of wallboard processed is connect with the top of prefabricated foundation of wall；Prefabricated bolumn cap 5 is connect with the top of prefabricated post, dry wall eaves 6 with it is prefabricated
4 top connection of wallboard, the both ends of dry wall eaves are connect with prefabricated post；Two neighboring repetitive unit repeat to install prefabricated column foundation,
Prefabricated foundation of wall, prefabricated post, prefabricated panel, prefabricated bolumn cap, dry wall eaves form full assembly lightweight steel construction enclosure wall.
To further realize the utility model aim, the prefabricated column foundation and prefabricated foundation of wall using concrete material,
Metal material.
The utility model speed of application is fast.Enclosure wall excavation of foundation pit and it is smooth it is good after, by prefabricated column foundation and prefabricated foundation of wall
It is set on smooth good foundation pit bottom surface, is bolted at the top of prefabricated column bottom and prefabricated column foundation, using lifting hand
Prefabricated panel both sides are inserted into the card slot of prefabricated post by section from top to bottom, and prefabricated panel bottom edge and the top surface of prefabricated foundation of wall pass through
It is bolted.Prefabricated bolumn cap is connected by the top of bolt and prefabricated post, and dry wall eaves at the top of bolt and prefabricated panel by connecting
It connects, the both ends of dry wall eaves are connect by bolt with prefabricated post.Prefabricated column foundation, prefabricated foundation of wall, prefabricated is installed repeatedly
Column, prefabricated panel, prefabricated bolumn cap, dry wall eaves.All modules are prefabricated, only need to use bolt at the scene between module
Connection, so installation speed is fast.
The utility model has the advantages of convenient installation.Due to using lightweight steel construction, so prefabricated post, prefabricated panel do not weigh.By common
Enclosure wall 2.5m~3m high, the wide 3m~4m of every wallboard calculates, monolithic wallboard weight about 120kg~150kg, two, three operations
Personnel can easily utilize mini-plant to carry, install and dismounting.Other than prefabricated panel is embedded in the card slot of prefabricated post,
Other connection types, which are all made of, to be bolted, therefore is installed and dismantled all convenient and efficient.
The utility model is fabricated to prefabricated post, prefabricated panel and prefabricated column foundation, the prefabricated wall base using light gauge cold-formed steel shape
Plinth, prefabricated bolumn cap, dry wall eaves form the larger structure of intensity and toughness, although being significantly less weight than stone brick wall fence and coagulation fortifield village
Wall, but strength and stiffness are at all no less than both rear.So the utility model can by surfaces of wall cover decoration panel,
Well accepted stone brick wall fence or enclosure of concrete are simulated in terms of perception；
The utility model makes all modules of bounding wall system can be recycled, and avoids wasting.
The utility model can substitute the bounding wall system of current situ wet operation method construction, intensity and toughness can at present widely
The stone brick wall fence or enclosure of concrete of receiving are compared；The utility model can simulate stone brick by covering decoration panel in surfaces of wall
The appearance of enclosure wall or enclosure of concrete；The utility model can effectively shorten the construction period under the premise of ensureing that safety is beautiful, subtract
Little waste.
Claims (9)
1. a kind of enclosure wall of full assembly lightweight steel construction, which is characterized in that it is made of the interconnection of multiple repetitive units, it is each to repeat
Unit includes prefabricated column foundation, prefabricated foundation of wall, prefabricated post, prefabricated panel, prefabricated bolumn cap and dry wall eaves；Prefabricated foundation of wall is vertical
It is equipped with card slot to middle part；One end face of prefabricated post is equipped with vertical card slot；Prefabricated panel includes column, crossbeam, diagonal brace and panel；
Column has more, and two root posts are respectively provided at both sides, and at least a root post is arranged among the column of both sides, and crossbeam has more
Root, two crossbeams are separately positioned on both sides up and down, and an at least crossbeam is arranged between upper and lower both sides crossbeam；Crossbeam and column connect
It connects；Diagonal brace is arranged between the vertical angles of the quadrangle in two crossbeams and two root posts formation；Prefabricated column foundation and the prefabricated wall base
Plinth is set on smooth good foundation pit bottom surface；Prefabricated foundation of wall both ends are connected with prefabricated column foundation respectively；Prefabricated post and prefabricated post
Basis connection；The column of prefabricated panel both sides is stuck in the card slot of two prefabricated posts, and prefabricated panel is stuck in the card slot of prefabricated foundation of wall
Interior, the top of prefabricated panel is equipped with dry wall eaves, is equipped with prefabricated bolumn cap at the top of prefabricated post, dry wall eaves both ends respectively with prefabricated post
Cap connects；Column, crossbeam and diagonal brace are light gauge cold-formed steel shape component, and panel is arranged puts down what column, crossbeam and diagonal brace were constituted
Face both sides.
2. it is according to claim 1 it is full assembly lightweight steel construction enclosure wall, which is characterized in that the prefabricated panel 4 it is a height of
2.5m~3m, length are 3m~4m.
3. the enclosure wall of full assembly lightweight steel construction according to claim 1, which is characterized in that the prefabricated column foundation and prefabricated
Foundation of wall is concrete formation or uses metal material；Prefabricated post, prefabricated bolumn cap, dry wall eaves are using lightweight steel component as dragon
Bone is cladded with decoration panel.
4. the enclosure wall of full assembly lightweight steel construction according to claim 1, which is characterized in that the prefabricated panel includes four
Column, three crossbeams and four diagonal braces；Two root posts are respectively provided at both sides, and two root posts are uniformly arranged in the column of both sides
Between；Two crossbeams are separately positioned on both sides up and down, and a crossbeam is arranged among upper and lower both sides crossbeam；Four diagonal braces are respectively set
On the quadrangle that two crossbeams and two root posts are formed.
5. the enclosure wall of full assembly lightweight steel construction according to claim 1, which is characterized in that the prefabricated panel includes 7
Column, 4 crossbeams and 16 diagonal braces；Two root posts are respectively provided at both sides, and 5 root posts are arranged among the column of both sides, in
Between a root post the positive middle part of column in both sides is set, middle standing pillar or so respectively sets two root posts；Two crossbeams are separately positioned on
Upper and lower both sides, in addition two crossbeams settings are spaced larger among upper and lower both sides crossbeam between intermediate two crossbeams；Middle standing pillar
It is disconnected with intermediate two crossbeam junctions；16 diagonal braces are separately positioned on arbitrary two crossbeams and two root posts form square
In vertical angles.
6. the enclosure wall of full assembly lightweight steel construction according to claim 1, which is characterized in that the bottom of the prefabricated post with it is pre-
It is bolted at the top of column foundation processed.
7. it is according to claim 1 it is full assembly lightweight steel construction enclosure wall, which is characterized in that the bottom edge of the prefabricated panel with
The top surface of prefabricated foundation of wall is bolted.
8. the enclosure wall of full assembly lightweight steel construction according to claim 1, which is characterized in that the dry wall eaves passes through bolt
It is connect with the top of prefabricated panel；The both ends of dry wall eaves are connect by bolt with prefabricated post.
9. the enclosure wall of full assembly lightweight steel construction according to claim 1, which is characterized in that the prefabricated bolumn cap passes through bolt
It is connect with the top of prefabricated post.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710964191 | 2017-10-17 | ||
| CN2017109641917 | 2017-10-17 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207749908U true CN207749908U (en) | 2018-08-21 |
Family
ID=61697380
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721339317.3U Active CN207749908U (en) | 2017-10-17 | 2017-10-18 | A kind of enclosure wall of full assembly lightweight steel construction |
| CN201710969356.XA Withdrawn CN107859435A (en) | 2017-10-17 | 2017-10-18 | A kind of full assembling lightweight steel construction bounding wall system and assemble method |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710969356.XA Withdrawn CN107859435A (en) | 2017-10-17 | 2017-10-18 | A kind of full assembling lightweight steel construction bounding wall system and assemble method |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN207749908U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110725613A (en) * | 2019-10-28 | 2020-01-24 | 泸州市丹山建材科技有限公司 | Building engineering enclosure |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439360A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | A kind of light steel enclosure wall of assembled and its installation method |
| CN108729542A (en) * | 2018-07-18 | 2018-11-02 | 北京玖新创世科技有限公司 | A kind of prefabrication main body and construction method |
| CN109339235B (en) * | 2018-12-10 | 2024-03-19 | 辰信重工（江苏）有限公司 | High-rise building thin-wall steel structure convenient to improve stability |
| 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 |
| CN111387096B (en) * | 2020-04-30 | 2021-09-28 | 浙江东一海洋集团有限公司 | Be applied to large-scale rail facility in marine ranch |
-
2017
- 2017-10-18 CN CN201721339317.3U patent/CN207749908U/en active Active
- 2017-10-18 CN CN201710969356.XA patent/CN107859435A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110725613A (en) * | 2019-10-28 | 2020-01-24 | 泸州市丹山建材科技有限公司 | Building engineering enclosure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107859435A (en) | 2018-03-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207749908U (en) | A kind of enclosure wall of full assembly lightweight steel construction | |
| CN106013454B (en) | Building and method of construction based on large spatial structure body and free-standing peripheral structure | |
| CN105143570B (en) | Building structure and construction method for same | |
| CN206053131U (en) | Precast floor slab steel reinforcement cage component and floor | |
| CN206052964U (en) | Prefabricated composite steel reinforcement cage component and structure | |
| CN2931627Y (en) | Frame and wall plate combined building | |
| CN109944324A (en) | Steel concrete combo box trestle and the combination assembled structural system of reinforced concrete frame column | |
| CN108316469A (en) | A kind of prefabrication system and its construction technology | |
| CN208219844U (en) | A kind of prefabrication system | |
| CN205875520U (en) | Precast beam steel reinforcement cage component and reinforced concrete roof beam | |
| CN217975378U (en) | Cast-in-place board template strutting arrangement of simple beam assembled | |
| CN207794401U (en) | A kind of composite floor | |
| CN110230414A (en) | A kind of assembled platform canopy and its installation method | |
| CN210529916U (en) | Low-rise assembled steel concrete structure building | |
| CN111719578B (en) | Archaized building and construction process | |
| CN208056319U (en) | The connection structure of non-corner brace steel post and outer enclosure wall in portal-rigid frames light house | |
| CN208294238U (en) | A kind of parapeted prefabricated assembled Assembled surrounding wall of tool | |
| CN207892338U (en) | Combined self-stabilization fast-assembling communication tower | |
| CN205875402U (en) | Building based on big spatial structure body and free -standing outer protective structure | |
| CN104631910B (en) | Prefabricated enclosure wall | |
| KR200426155Y1 (en) | Mold for construction of a mud-plastered house's wall | |
| CN213927853U (en) | Prefabricated enclosure | |
| CN208363286U (en) | The connection structure of the brace steel post of portal-rigid frames light house and outer enclosure wall | |
| CN109944391A (en) | Steel concrete combo box trestle | |
| CN203048459U (en) | Mechanism suitable for mounting arm attachment rods in standard section center of tower crane |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |