CN205669256U - A kind of assembled steel frame wall filled with masonry system - Google Patents
A kind of assembled steel frame wall filled with masonry system Download PDFInfo
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- CN205669256U CN205669256U CN201620538065.6U CN201620538065U CN205669256U CN 205669256 U CN205669256 U CN 205669256U CN 201620538065 U CN201620538065 U CN 201620538065U CN 205669256 U CN205669256 U CN 205669256U
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Abstract
A kind of assembled steel frame wall filled with masonry system, this system includes the rectangle steel framework enclosed by Steel Frame Column and steel-frame beam and the filling wall being filled in steel frame, described Steel Frame Column and steel-frame beam uniform intervals on steel frame inner ring connects Column Joint plate, and level that described Column Joint plate has is to oblong connecting hole.This utility model utilizes the design of oval connecting hole, achieve, between steel frame and filling wall, relative displacement can occur, effectively prevent filling wall under geological process and crack occurs, guaranteeing its anti-seismic performance as first anti-vibration defense lines, its overall performance of monoblock prefabricated panel is good, convenient and quick construction, labor intensity are low in employing simultaneously.Can be widely applied to steel frame fill in wall construction.
Description
Technical field
This utility model relates to construction engineering technical field, particularly a kind of filled wall system.
Background technology
At present, the material filling wall can be broadly divided into light-weight brick, building block and sheet material three class, mostly uses light-weight brick or building block
Building filling wall by laying bricks or stones, light cellular partition board is only used as frame wall filled with masonry interior wall and uses, the construction method inefficiency built by laying bricks or stones, consumes big
The labour force of amount.Light cellular partition board can not meet the overall requirement of frame wall filled with masonry.
The Slope protection filling wall in steel-frame structure is mainly under geological process, fills wall and steel frame can not be assisted
With deformation, mostly because steel frame and to fill wall be to be rigidly connected, steel frame and fill and do not have relative displacement and corner between wall.Cause
This, fill wall and be the most directly destroyed in earthquake, lose the Protection significance of body of wall itself.
Utility model content
The purpose of this utility model is to provide a kind of assembled steel frame wall filled with masonry system, will solve existing filling wall and steel
Framework can not the technical problem of cooperative transformation；And solve to improve efficiency of construction and overall performance, the problem of reduction labor intensity.
For achieving the above object, this utility model adopts the following technical scheme that
A kind of assembled steel frame wall filled with masonry system, including the rectangle steel framework enclosed by Steel Frame Column and steel-frame beam
And the uniform intervals connection on steel frame inner ring of the filling wall being filled in steel frame, described Steel Frame Column and steel-frame beam has
Column Joint plate, level that described Column Joint plate has is to oblong connecting hole.
Described filling wall is prefabricated filled-in panel, and placing connection outside it has the filling wall corresponding with Column Joint plate 5 to save
Point plate 4, on described filling wall gusset plate, correspondence has level to oblong connecting hole.
Described filling wall gusset plate is connected by the securing member through connecting hole with Column Joint plate.
The spacing of adjacent steel frame joint plate is 800mm～1200mm.
A length of 10mm～30mm of described connecting hole.
Hollow filling wallboard that described prefabricated filled-in panel is made up of light partition wall material or hatching solid wallboard.
Described prefabricated filled-in panel corresponding fills wall gusset plate position an embedded steel plate, described embedded steel plate be embedded in
Anchor rib in filled-in panel is fixing to be connected.
The spacing of described prefabricated filled-in panel distance steel framework inner ring is 40mm～60mm.
It is filled with flame retardant flexible packing material between described prefabricated filled-in panel and steel frame.
Described flame retardant flexible packing material has fluid sealant in the seam edge of prefabricated filled-in panel and steel frame.
Described flame retardant flexible packing material outer surface is less than prefabricated filled-in panel outer surface, at flame retardant flexible packing material
The concave surface full coat that the outer surface of outer surface and prefabricated filled-in panel is formed has waterproof anti-crack mortar to form waterproof anti-crack mortar layer.
Compared with prior art this utility model has the characteristics that and beneficial effect:
This utility model overcome tradition fill wall and steel frame can not cooperative transformation, earthquake time be more easily damaged scarce
Point, solves the raising anti-seismic performance of filled wall system, overall performance and the technical problem of efficiency of construction.
1, frame wall filled with masonry of the present utility model uses assembled, compared with existing masonry filler wall, has saved and has built by laying bricks or stones
Time and the input of manpower, improve efficiency of construction, and quick and easy for installation, and easy construction reduces construction cost.
2, prefabricated filled-in panel uses appended claims connecting hole to be connected with steel frame, when earthquake, Column Joint plate,
Fill and can form relative slide displacement between wall gusset plate and securing member, make the filling wall can be with steel frame water under geological process
Smooth shifting, consumed energy, it is achieved that fill the cooperative transformation of wall and steel frame, anti-seismic performance strengthens.
3, frame wall filled with masonry is installed by the prefabricated filled-in panel of monoblock and is formed, and forms a complete overall structure, effectively protects
Demonstrate,prove the globality filling wall.
To sum up, this utility model utilizes the design of oval connecting hole, it is achieved that phase can occur between steel frame and filling wall
To displacement, effectively prevent filling wall under geological process and crack occurs, guarantee its anti-seismic performance as first anti-vibration defense lines, with
Shi Caiyong its overall performance of monoblock prefabricated panel is good, convenient and quick construction, labor intensity are low.
This utility model can be widely applied to steel frame and fills in wall construction.
Accompanying drawing explanation
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is that steel frame of the present utility model fills the structural representation before wall is installed.
Fig. 2 is that steel frame of the present utility model fills the structural representation after wall is installed.
Fig. 3 is that steel frame of the present utility model is filled wall and constructed rear structural representation.
Fig. 4 is that the steel frame of utility model fills wall and beam-to-column connection detail drawing.
Reference: 1-Steel Frame Column, 2-steel-frame beam, the prefabricated filled-in panel of 3-, 4-fill wall gusset plate, 5-steel frame
Gusset plate, 6-connecting hole, 7-securing member, 8-flame retardant flexible packing material, 9-waterproof anti-crack mortar layer, the embedded steel plate of 10-.
Detailed description of the invention
Embodiment sees shown in Fig. 1 to Fig. 4, and this assembled steel frame wall filled with masonry system, including Steel Frame Column 1, steel framework
Set a roof beam in place 2, prefabricated filled-in panel 3, Column Joint plate 5, fill wall gusset plate 4 and securing member 7, flame retardant flexible packing material 8, anti-
Water screed 9 etc..
Described Column Joint plate 5 is connected to Steel Frame Column 1 and steel-frame beam 2 by rigidly connected mode uniform intervals
Inner side, shown in Figure 1, Column Joint plate 5 is positioned at the rectangle steel framework enclosed by Steel Frame Column 1 and steel-frame beam 2
On the inner ring of frame, the spacing of adjacent steel frame joint plate 5 is 800mm～1200mm.
The outer position placing corresponding Column Joint plate 5 of described prefabricated filled-in panel 3 connects filling wall gusset plate 4,
Filling wall gusset plate 4 uses as between prefabricated filled-in panel 3 and is rigidly connected, Column Joint plate 5 and filling wall gusset plate 4
Upper correspondence has connecting hole 6, during connection, by the securing members such as bolt 7 by right on Column Joint plate 5 and filling wall gusset plate 4
The connecting hole answered connects, it is achieved prefabricated filled-in panel 3 flexibly connects with steel frame.
Described connecting hole 6 is horizontal direction slotted hole, its a length of 20mm, when earthquake, and Column Joint plate 5, filling
Relative slide displacement can be formed, it is achieved that fill the cooperative transformation of wall and steel frame between wall gusset plate 4 and securing member 7.
Described prefabricated filled-in panel 3 is made up of light material, can be hollow filling wallboard or hatching solid wallboard, such as foam
Concrete, pumecrete etc..
Shown in Figure 4, there are embedded steel plate 10, embedded steel in corresponding wall gusset plate 4 position of filling of described prefabricated filled-in panel 3
Plate 10 is welded and fixed with the anchor rib being embedded in filled-in panel 3, fills wall gusset plate 4 correspondence and is welded on embedded steel plate 10.
See Fig. 2, shown in 3, the size of prefabricated filled-in panel 3 is less than the size of actual rectangle steel framework, after installing, in advance
The spacing of the filled-in panel 3 processed steel-frame beam 2 away from upper and lower both sides is 50mm, and the spacing of the Steel Frame Column 1 away from arranged on left and right sides is
50mm, the space between Steel Frame Column 1, steel-frame beam 2 and prefabricated filled-in panel 3 is filled with flame retardant flexible packing material 8, such as
Styrofoam or extruded sheet, flame retardant flexible packing material and Steel Frame Column 1, steel-frame beam 2 and the seam edge of prefabricated filled-in panel 3
Use silicone sealant joint seal.The every side surface of flame retardant flexible packing material 8 is below prefabricated filled-in panel 3 surface 10mm, in resistance
The concave surface full coat that the outer surface of the flexible packing material 8 of combustion is formed has waterproof anti-crack mortar to form waterproof anti-crack mortar layer 9.
The construction method of assembled steel frame wall filled with masonry system of the present utility model, specifically comprises the following steps that
Step one, connection steel frames gusset plate 5 on Steel Frame Column 1, steel-frame beam 2: according to actual needs, by steel frame
Gusset plate 5 requires to be welded on Steel Frame Column 1, the correspondence position of steel-frame beam 2 according to design.
Step 2, outer the placing at prefabricated filled-in panel 3 connects filling wall gusset plate 4: according to the position of Column Joint plate 5
Put, be welded on the corresponding position on the embedded steel plate 10 of prefabricated filling wall 3 by filling wall gusset plate 4.
Step 3, installs prefabricated filled-in panel 3: the most hoisting prefabricated filled-in panel 3 is to specifying position, at prefabricated filling wall
Cushion block on the lower section pad of plate 3；The most first connect filling wall gusset plate 4 corresponding between prefabricated filled-in panel 3 and steel-frame beam 2 and
Column Joint plate 5, passes securing member 7 in corresponding connecting hole 6；Finally, prefabricated filled-in panel 3 and Steel Frame Column 1 are connected
Between corresponding filling wall gusset plate 4 and Column Joint plate 5, by securing member 7 through in corresponding connecting hole 6, i.e. according to elder generation
Up and down, the order of rear left and right installs prefabricated filled-in panel 3.
Step 4, fills flame retardant flexible packing material 8 between Steel Frame Column 1, steel-frame beam 2 and prefabricated filled-in panel 3,
Flame retardant flexible packing material 8 both side surface all concaves 10mm than prefabricated filled-in panel surface, flame retardant flexible packing material with
Silicone sealant joint seal is used at the seam edge of Steel Frame Column 1, steel-frame beam 2 and prefabricated filled-in panel 3.
Step 5, shown in Figure 3, floating at flame retardant flexible packing material 8 outer surface waterproof anti-crack mortar layer 9.
In described step 4, flame retardant flexible packing material 8 is fire-retardant styrofoam.
Claims (10)
1. an assembled steel frame wall filled with masonry system, including the rectangle steel enclosed by Steel Frame Column (1) and steel-frame beam (2)
Framework and the filling wall being filled in steel frame, it is characterised in that: described Steel Frame Column (1) and steel-frame beam (2) are at steel framework
On frame inner ring, uniform intervals connects Column Joint plate (5), and described Column Joint plate (5) has level to oblong
Connecting hole；
Described filling wall is prefabricated filled-in panel (3), and placing connection outside it has the filling wall corresponding with Column Joint plate (5) to save
Point plate (4), the upper correspondence of described filling wall gusset plate (4) has level to oblong connecting hole；
Described filling wall gusset plate (4) with Column Joint plate (5) by being connected through the securing member of connecting hole (7).
Assembled steel frame wall filled with masonry system the most according to claim 1, it is characterised in that: adjacent steel frame joint plate
(5) spacing is 800mm～1200mm.
Assembled steel frame wall filled with masonry system the most according to claim 1, it is characterised in that: described connecting hole a length of
10mm～30mm.
Assembled steel frame wall filled with masonry system the most according to claim 1, it is characterised in that: described prefabricated filled-in panel
(3) the hollow filling wallboard being made up of light partition wall material or hatching solid wallboard.
Assembled steel frame wall filled with masonry system the most according to claim 1, it is characterised in that: described prefabricated filled-in panel
(3) corresponding fills wall gusset plate position an embedded steel plate (10), described embedded steel plate (10) be embedded in filled-in panel (3)
Anchor rib fixing connect.
Assembled steel frame wall filled with masonry system the most according to claim 1, it is characterised in that: described prefabricated filled-in panel
(3) spacing of distance steel framework inner ring is 40mm～60mm.
7. according to the assembled steel frame wall filled with masonry system described in claim 1 to 6 any one, it is characterised in that: described pre-
Flame retardant flexible packing material (8) it is filled with between filled-in panel processed (3) and steel frame.
Assembled steel frame wall filled with masonry system the most according to claim 7, it is characterised in that: described flame retardant flexible fills material
Material (8) has fluid sealant on prefabricated filled-in panel (3) and the seam edge of steel frame.
Assembled steel frame wall filled with masonry system the most according to claim 8, it is characterised in that: described flame retardant flexible fills material
Material (8) outer surface is less than prefabricated filled-in panel (3) outer surface.
Assembled steel frame wall filled with masonry system the most according to claim 9, it is characterised in that: described flame retardant flexible is filled
It is anti-that the concave surface full coat that the outer surface of material (8) and the outer surface of prefabricated filled-in panel (3) are formed has waterproof anti-crack mortar to be formed
Water anticracking grout layer (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620538065.6U CN205669256U (en) | 2016-06-06 | 2016-06-06 | A kind of assembled steel frame wall filled with masonry system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620538065.6U CN205669256U (en) | 2016-06-06 | 2016-06-06 | A kind of assembled steel frame wall filled with masonry system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205669256U true CN205669256U (en) | 2016-11-02 |
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| CN201620538065.6U Expired - Fee Related CN205669256U (en) | 2016-06-06 | 2016-06-06 | A kind of assembled steel frame wall filled with masonry system |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937263A (en) * | 2016-06-06 | 2016-09-14 | 河北建筑工程学院 | Prefabricated steel frame infill wall system and construction method thereof |
| CN108360709A (en) * | 2018-01-05 | 2018-08-03 | 哈尔滨工业大学（威海） | A kind of fuse type frame wall filled with masonry plate and its design method |
| CN109184071A (en) * | 2018-11-14 | 2019-01-11 | 吉林建筑大学 | Steel frame embeds slag concrete external wall panel structure and preparation method thereof |
| CN110685358A (en) * | 2019-10-18 | 2020-01-14 | 哈尔滨工业大学 | Slidable connecting joint of wallboard and H-shaped steel beam and construction method of slidable connecting joint |
| CN110685359A (en) * | 2019-10-18 | 2020-01-14 | 哈尔滨工业大学 | Wallboard and steel beam slidable connection joint structure and construction method thereof |
| CN113123493A (en) * | 2021-04-15 | 2021-07-16 | 重庆大学 | Infilled wall connection mode with recoverable energy consumption function |
-
2016
- 2016-06-06 CN CN201620538065.6U patent/CN205669256U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937263A (en) * | 2016-06-06 | 2016-09-14 | 河北建筑工程学院 | Prefabricated steel frame infill wall system and construction method thereof |
| CN105937263B (en) * | 2016-06-06 | 2019-06-07 | 河北建筑工程学院 | A kind of assembled steel frame wall filled with masonry system and its construction method |
| CN108360709A (en) * | 2018-01-05 | 2018-08-03 | 哈尔滨工业大学（威海） | A kind of fuse type frame wall filled with masonry plate and its design method |
| CN108360709B (en) * | 2018-01-05 | 2019-09-10 | 哈尔滨工业大学（威海） | A kind of fuse type frame wall filled with masonry plate and its design method |
| CN109184071A (en) * | 2018-11-14 | 2019-01-11 | 吉林建筑大学 | Steel frame embeds slag concrete external wall panel structure and preparation method thereof |
| CN110685358A (en) * | 2019-10-18 | 2020-01-14 | 哈尔滨工业大学 | Slidable connecting joint of wallboard and H-shaped steel beam and construction method of slidable connecting joint |
| CN110685359A (en) * | 2019-10-18 | 2020-01-14 | 哈尔滨工业大学 | Wallboard and steel beam slidable connection joint structure and construction method thereof |
| CN110685358B (en) * | 2019-10-18 | 2020-10-16 | 哈尔滨工业大学 | Slidable connecting joint of wallboard and H-shaped steel beam and construction method of slidable connecting joint |
| CN110685359B (en) * | 2019-10-18 | 2021-12-31 | 哈尔滨工业大学 | Wallboard and steel beam slidable connection joint structure and construction method thereof |
| CN113123493A (en) * | 2021-04-15 | 2021-07-16 | 重庆大学 | Infilled wall connection mode with recoverable energy consumption function |
| CN113123493B (en) * | 2021-04-15 | 2022-11-18 | 重庆大学 | Infilled wall connection mode with recoverable energy consumption function |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161102 |
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| CF01 | Termination of patent right due to non-payment of annual fee |