CN206607724U - A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure - Google Patents
A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure Download PDFInfo
- Publication number
- CN206607724U CN206607724U CN201720386370.2U CN201720386370U CN206607724U CN 206607724 U CN206607724 U CN 206607724U CN 201720386370 U CN201720386370 U CN 201720386370U CN 206607724 U CN206607724 U CN 206607724U
- Authority
- CN
- China
- Prior art keywords
- steel
- angle steel
- wall panel
- angle
- strength bolt
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure, it is related to building structure technology field, T-steel forms vertical frictional slip by connection component and top wall panel and is connected, angle steel is fixed in bottom wall panel by connection component, girder steel upper limb and bottom wing form horizontal frictional slip with T-steel and angle steel respectively by high-strength bolt group and are connected, girder steel upper limb is mounted on angle steel by high-strength bolt group, and lifts supporting T-steel below T-steel；The utility model holds wall by T-steel; bearing wall is conducted oneself with dignity; wallboard base-supporting stress model can be met well; under geological process; connection component can produce vertical Relative sliding in the vertical hole of T-steel of T-steel; high-strength bolt group can produce horizontal Relative sliding in the lateral aperture of T-steel and angle steel, and consumption, load energy protect wallboard, reach dissipation seismic energy, mitigate the effect of structural seismic response.
Description
Technical field
The utility model is related to building structure technology field, and in particular to one kind is used for assembling type steel structure external hanging type wallboard
Attachment structure.
Background technology
Assembling type steel structure is common structural system in modern architecture, and its structural elements is transported to after the completion of factory process
Scene, using high-strength bolt and being welded to connect, has the advantages that work on the spot amount is few, speed of application is fast, from heavy and light, also with subtracting
The function of small earthquake effect.Its job site each operation can interchange operation, further improve efficiency of construction, shorten and build week
Phase.
In system of steel residential structure, combined wall board application is universal.Compared with common materials for wall, combined wall board has
High capacity, the advantage of good, the suitable industrialization of insulation effect soundproof effect.Select high-quality exterior wall composite thermal insulation wall board material and
Installation system is to promoting housing industrialization and energy saving building significant.Western developed country builds assembling type steel structure system
Build as one of important development direction of housing industrialization, the application proportion that combined wall board material is built in developed country is
Up to 60%, and China only accounts for 5%.
In recent years, country policy carried forward vigorously architectural industrialization, and band combined wall board steel frame system is being obtained in China
Rapidly promote.Requirement due to assembled steel frame structure system to ash wall body plate is higher, reasonable development go out a kind of steel frame with
Coefficient connecting node, significant between ash wall body plate.
At present, because of external hanging type wallboard in assembling type steel structure system not primary structure supporting member, steel structure system
It is general to undertake vertical and horizontal loading using steel frame, and wall board member does not join stress.But under geological process, such a structure
In wallboard can resist horizontal shear jointly with steel frame, while bearing wind load, and produce displacement to a certain extent, certainly will
The damage and destruction of connecting node are caused, causes the reduction of connector durability, and then causes local wallboard to come off, there is certain journey
The potential safety hazard of degree.
Utility model content
The utility model precisely in order to the weak point for avoiding present in above-mentioned prior art there is provided a kind of assembled steel knot
Structure Side fascia subiculum upper hanging type attachment structure.
The utility model adopts the following technical scheme that to solve technical problem：In a kind of assembling type steel structure Side fascia subiculum
Hung-type connection structure, T-steel forms vertical frictional slip by connection component and top wall panel and is connected, and angle steel passes through connection component
It is fixed in bottom wall panel, girder steel upper limb and bottom wing form level friction cunning with T-steel and angle steel respectively by high-strength bolt group
Move connection；
The girder steel bottom wing is mounted on below the angle steel, and spacing adjustment is carried out to top wall panel, and the T-steel is located at institute
State above girder steel upper limb, stretch into wallboard joints, lift top wall panel；The laminated floor slab is anchored in girder steel upper limb by welding nail,
Supported by the girder steel.
Further, the vertical hole of T-steel and T-steel lateral aperture are set on T-steel, the vertical hole of T-steel and T-steel lateral aperture are equal
For elongated hole, connection component and high-strength bolt group are connected at the vertical hole of T-steel and T-steel lateral aperture, perpendicular with T-steel
Slided to adjustable connection and horizontal variable connection, and after connection component and the fastening of high-strength bolt group with T-steel formation friction
Move connection；
Angle steel fixing hole and angle steel lateral aperture are set on angle steel, the angle steel fixing hole is circular hole, and the angle steel lateral aperture is
Elongated hole, the connection component fixes angle steel with bottom wall panel at the angle steel fixing hole, and the high-strength bolt group connects
It is connected at angle steel lateral aperture, is connected with angle steel horizontal variable, and frictional slip is formed with angle steel after the fastening of high-strength bolt group
Connection.
Further, built-in nut is embedded in top wall panel or bottom wall panel in advance, and connection component is constituted with bolt and pad,
Bolt is installed in the vertical hole of T-steel or angle steel fixing hole, and can be vertically slidable in the vertical hole of T-steel or in angle steel fixing hole
Middle fixation.
Further, girder steel upper limb is connected by two high-strength bolt groups with T-steel, be correspondingly provided with T-steel two it is T-shaped
Molten steel flat hole；Girder steel bottom wing is correspondingly provided with two angle steel lateral apertures by two high-strength bolt groups and Bolted angle connection on angle steel.
Further, built-in nut pre-buried in top wall panel is in 50~100mm of top wall panel bottom, bottom wall panel
Pre-buried built-in nut is apart from 50~100mm of bottom wall panel bottom.
Further, intert reinforcing bar to be horizontally placed in top wall panel or bottom wall panel through built-in nut.
Further, the length of the vertical hole of T-steel and T-steel lateral aperture is 50~100mm, the length of the angle steel lateral aperture
Spend for 50~100mm.
The utility model provides a kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure, with following beneficial
Effect：
1st, wall is held by T-steel, bearing wall deadweight can meet wallboard base-supporting stress model well, support
Effect is more preferable；
2nd, T-steel is provided with the vertical hole of T-steel and T-steel lateral aperture, and connection component and high-strength bolt group can be perpendicular in T-steel
Gentle vertically slidable to hole and T-steel lateral aperture reclaimed water, angle steel is provided with angle steel lateral aperture, and high-strength bolt group can be in angle steel level
Hole reclaimed water is smoothly moved, and is installed easy to adjust；
3rd, under geological process, connection component can produce vertical Relative sliding in the vertical hole of T-steel of T-steel, high-strength
Bolt group can produce horizontal Relative sliding in the lateral aperture of T-steel and angle steel, and consumption, load energy protect wallboard, reach
Dissipation seismic energy, the effect for mitigating structural seismic response.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of the utility model connection component and interspersed reinforcing bar；
Fig. 3 is the front sectional view of the utility model T-steel；
Fig. 4 is the top view of the utility model T-steel；
Fig. 5 is the right view of the utility model T-steel；
Fig. 6 is the front sectional view of the utility model angle steel；
Fig. 7 is the upward view of the utility model angle steel；
Fig. 8 is the right view of the utility model angle steel.
In figure：
1st, T-steel, 11, the vertical hole of T-steel, 12, T-steel lateral aperture；2nd, angle steel, 21, angle steel fixing hole, 22, angle steel water
Flat hole；3rd, connection component, 31, built-in nut, 32, bolt, 33, pad；4th, girder steel, 5, high-strength bolt group, 6, interspersed reinforcing bar；7、
Cast-in-situ floor layer, 8, laminated floor slab；101st, top wall panel, 102, bottom wall panel；12nd, wallboard joints.
Embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that described implementation
Example is a part of embodiment of the utility model, rather than whole embodiments.Based on the embodiment in the utility model, this area
The every other embodiment that those of ordinary skill is obtained under the premise of creative work is not made, belongs to the utility model
The scope of protection.
As shown in Fig. 1~Fig. 8, its structural relation is：T-steel 1 is formed vertically by connection component 3 and top wall panel 101
Frictional slip is connected, and angle steel 2 is fixed in bottom wall panel 102 by connection component 3, and the upper limb of girder steel 4 and bottom wing pass through high-strength spiral shell
Bolt group 5 forms horizontal frictional slip with T-steel 1 and angle steel 2 respectively and is connected；
The bottom wing of girder steel 4 is mounted on the lower section of angle steel 2, spacing adjustment is carried out to top wall panel 101, T-steel 1 is on girder steel 4
Above the wing, wallboard joints 12 are stretched into, top wall panel 101 is lifted；Laminated floor slab 8 is anchored in the upper limb of girder steel 4 by welding nail, by girder steel
4 supportings.
It is preferred that, the vertical hole 11 of T-steel and T-steel lateral aperture 12, the vertical hole 11 of T-steel and T-steel water are set on T-steel 1
Flat hole 12 is elongated hole, and connection component 3 and high-strength bolt group 5 are connected to the vertical hole 11 of T-steel and T-steel lateral aperture
At 12, it is connected with the vertical adjustable of T-steel 1 and horizontal variable connection, and after connection component 3 and high-strength bolt group 5 are fastened
It is connected with the formation frictional slip of T-steel 1；
Angle steel fixing hole 21 and angle steel lateral aperture 22 are set on angle steel 2, angle steel fixing hole 21 is circular hole, and angle steel lateral aperture 22 is
Elongated hole, connection component 3 fixes angle steel 2 with bottom wall panel 102 at angle steel fixing hole 21, and high-strength bolt group 5 is connected to
At angle steel lateral aperture 22, it is connected with the horizontal variable of angle steel 2, and frictional slip is formed with angle steel 2 after the fastening of high-strength bolt group 5
Connection.
It is preferred that, built-in nut 31 is embedded in top wall panel 101 or bottom wall panel 102 in advance, with bolt 32 and the structure of pad 33
Into connection component 3, bolt 32 is installed in the vertical hole 11 of T-steel or angle steel fixing hole 21, and can be erected in the vertical hole 11 of T-steel
Fixed to slip or in angle steel fixing hole 21.
It is preferred that, the upper limb of girder steel 4 is connected by two high-strength bolt groups 5 with T-steel 1, and two T are correspondingly provided with T-steel 1
Shaped steel lateral aperture 12；The bottom wing of girder steel 4 is connected by two high-strength bolt groups 5 with angle steel 2, and two angle steel are correspondingly provided with angle steel 2
Lateral aperture 22.
It is preferred that, pre-buried built-in nut 31 is apart from the 50~100mm of bottom of top wall panel 101, lower floor in top wall panel 101
Pre-buried built-in nut 31 is apart from the 50~100mm of bottom of bottom wall panel 102 in wallboard 102.
It is preferred that, interspersed reinforcing bar 6 is horizontally placed in top wall panel 101 or bottom wall panel 102 through built-in nut 31.
It is preferred that, the length of the vertical hole 11 of T-steel and T-steel lateral aperture 12 is 50~100mm, the length of angle steel lateral aperture 22
Spend for 50~100mm.
During specific installation, in the pre-buried built-in nut 31 at the 50~100mm of bottom of top wall panel 101, while matching somebody with somebody
Bolt 32 and pad 33 are covered, T-steel 1 stretches into wallboard joints 12 and holds top wall panel 101, and carrying top wall panel 101 is conducted oneself with dignity.Bolt
32 and pad 33 be connected at the vertical hole 11 of T-steel of T-steel 1 with the vertical adjustable of T-steel 1, and by T after the fastening of bolt 32
Shaped steel 1 is fixed in top wall panel 101.
In the pre-buried built-in nut 31 at the 50~100mm of bottom of bottom wall panel 102, while configuring supporting bolt 32 and pad
Angle steel 2 is fixed on lower floor's wall 102 by piece 33, bolt 32 and pad 33 at the angle steel fixing hole 21 of angle steel 2.
T-steel 1 and angle steel 2 are connected with the upper limb of girder steel 4 and bottom wing respectively by high-strength bolt group 5,5 points of high-strength bolt group
At the angle steel lateral aperture 22 for not being connected to the T-steel lateral aperture 12 of T-steel 1 and angle steel 2, with T-steel 1 and the formation level of angle steel 2
Adjustable connection, and be fixed after the fastening of high-strength bolt group 5 with T-steel 1 and angle steel 2.
Laminated floor slab 8 and attachment structure are integrally assembled finish after, moulding by casting cast-in-situ floor layer 7 above it.
T-steel 1 of the present utility model holds wall, and bearing wall deadweight can meet wallboard base-supporting stress mould well
Type, more preferably, connection component and high-strength bolt group can be gentle perpendicular in the vertical hole of T-steel and T-steel lateral aperture reclaimed water for support effects
To slip, high-strength bolt group can smoothly be moved in angle steel lateral aperture reclaimed water, be installed easy to adjust.Under geological process, connection component
Vertical Relative sliding can be produced in the vertical hole of T-steel of T-steel, high-strength bolt group can be in the lateral aperture of T-steel and angle steel
Produce horizontal Relative sliding, consumption, load energy protect wallboard, reach dissipation seismic energy, mitigate structural seismic response
Effect.
It should be noted that herein, such as first and second or the like relational terms are used merely to a reality
Body or operation make a distinction with another entity or operation, and not necessarily require or imply these entities or deposited between operating
In any this actual relation or order.Moreover, term " comprising ", "comprising" or its any other variant are intended to
Nonexcludability is included, so that process, method, article or equipment including a series of key elements not only will including those
Element, but also other key elements including being not expressly set out, or also include being this process, method, article or equipment
Intrinsic key element.In the absence of more restrictions, the key element limited by sentence "including a ...", it is not excluded that
Also there is other identical element in process, method, article or equipment including key element.
Above example is only to illustrate the technical solution of the utility model, rather than its limitations；Although with reference to foregoing reality
Example is applied the utility model is described in detail, it will be understood by those within the art that：It still can be to preceding
State the technical scheme described in each embodiment to modify, or equivalent substitution is carried out to which part technical characteristic；And these
Modification is replaced, and the essence of appropriate technical solution is departed from the spirit and model of each embodiment technical scheme of the utility model
Enclose.
Claims (7)
1. a kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure, it is characterised in that：T-steel (1) passes through connection group
Part (3) is connected with the vertical frictional slip of top wall panel (101) formation, and angle steel (2) is fixed on bottom wall panel by connection component (3)
(102) on, girder steel (4) upper limb and bottom wing form level friction with T-steel (1) and angle steel (2) respectively by high-strength bolt group (5)
Sliding connection；
Girder steel (4) bottom wing is mounted on below the angle steel (2), and spacing adjustment is carried out to top wall panel (101), described T-shaped
Steel (1) stretches into wallboard joints (12), lifts top wall panel (101) above the girder steel (4) upper limb；The laminated floor slab
(8) girder steel (4) upper limb is anchored in by welding nail, is supported by the girder steel (4).
2. a kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure according to claim 1, it is characterised in that：It is T-shaped
The vertical hole of T-steel (11) and T-steel lateral aperture (12) are set on steel (1), the vertical hole of T-steel (11) and T-steel lateral aperture (12) are
For elongated hole, connection component (3) and high-strength bolt group (5) are connected to the vertical hole of T-steel (11) and T-steel lateral aperture
(12) place, is connected and horizontal variable connection with T-steel (1) vertical adjustable, and in connection component (3) and high-strength bolt group
(5) it is connected after fastening with T-steel (1) formation frictional slip；
Angle steel fixing hole (21) and angle steel lateral aperture (22) are set on angle steel (2), the angle steel fixing hole (21) is circular hole, the angle
Molten steel flat hole (22) is elongated hole, and the connection component (3) is at angle steel fixing hole (21) place by angle steel (2) and lower floor's wall
Plate (102) is fixed, and the high-strength bolt group (5) is connected to angle steel lateral aperture (22) place, is connected with angle steel (2) horizontal variable,
And be connected after high-strength bolt group (5) fastening with angle steel (2) formation frictional slip.
3. a kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure according to claim 2, it is characterised in that：It is built-in
Nut (31) is embedded in top wall panel (101) or bottom wall panel (102) in advance, and connection component is constituted with bolt (32) and pad (33)
(3), bolt (32) is installed in the vertical hole of T-steel (11) or angle steel fixing hole (21), and can be erected in the vertical hole of T-steel (11)
Fixed to slip or in angle steel fixing hole (21).
4. a kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure according to claim 2, it is characterised in that：Girder steel
(4) upper limb is connected by two high-strength bolt groups (5) with T-steel (1), and two T-steel lateral apertures are correspondingly provided with T-steel (1)
(12)；Girder steel (4) bottom wing is connected by two high-strength bolt groups (5) with angle steel (2), and two angle steel are correspondingly provided with angle steel (2)
Lateral aperture (22).
5. a kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure according to claim 3, it is characterised in that：Upper strata
Pre-buried built-in nut (31) is pre- in top wall panel (101) 50~100mm of bottom, bottom wall panel (102) in wallboard (101)
The built-in nut (31) buried is apart from bottom wall panel (102) 50~100mm of bottom.
6. a kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure according to claim 2, it is characterised in that：It is interspersed
Reinforcing bar (6) is horizontally placed in top wall panel (101) or bottom wall panel (102) through built-in nut (31).
7. a kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure according to claim 2, it is characterised in that：It is T-shaped
The length of the vertical hole of steel (11) and T-steel lateral aperture (12) is 50~100mm, the length of the angle steel lateral aperture (22) for 50~
100mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720386370.2U CN206607724U (en) | 2017-04-13 | 2017-04-13 | A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720386370.2U CN206607724U (en) | 2017-04-13 | 2017-04-13 | A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206607724U true CN206607724U (en) | 2017-11-03 |
Family
ID=60166983
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720386370.2U Active CN206607724U (en) | 2017-04-13 | 2017-04-13 | A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206607724U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869379A (en) * | 2017-04-13 | 2017-06-20 | 安徽富煌建筑设计研究有限公司 | A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure |
| CN108560772A (en) * | 2018-06-15 | 2018-09-21 | 浙江绿筑集成科技有限公司 | The assembling type outer wall system of standardized connections and the application connector |
| CN110924562A (en) * | 2019-12-16 | 2020-03-27 | 北京首钢建设集团有限公司 | Flexible connection method for steel structure assembled exterior wall ALC wallboard |
-
2017
- 2017-04-13 CN CN201720386370.2U patent/CN206607724U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869379A (en) * | 2017-04-13 | 2017-06-20 | 安徽富煌建筑设计研究有限公司 | A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure |
| CN108560772A (en) * | 2018-06-15 | 2018-09-21 | 浙江绿筑集成科技有限公司 | The assembling type outer wall system of standardized connections and the application connector |
| CN110924562A (en) * | 2019-12-16 | 2020-03-27 | 北京首钢建设集团有限公司 | Flexible connection method for steel structure assembled exterior wall ALC wallboard |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106869368A (en) | A kind of assembling type steel structure external hanging type wallboard base-supporting attachment structure | |
| CN102587693B (en) | Two-storey modular villa building and construction method thereof | |
| CN206607724U (en) | A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure | |
| CN106869379A (en) | A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure | |
| CN207160228U (en) | A kind of house frame of light section steel structure and lining assembly system | |
| CN206769092U (en) | The light steel of half assembled-foam concrete assembled wall | |
| CN206800622U (en) | A kind of assembled integral concrete shear force wall balcony attachment structure | |
| CN206844302U (en) | A kind of Light-weight Steel Structures | |
| CN206607709U (en) | A kind of assembling type steel structure external hanging type wallboard base-supporting attachment structure | |
| CN208803586U (en) | A kind of steam-pressing aero-concrete integral assembling Side fascia and hoisting structure | |
| CN105220792A (en) | A kind of prefabricated concealed bracings energy-consuming shear wall and assemble method thereof | |
| CN110644663B (en) | Assembled coincide floor | |
| CN206052953U (en) | A kind of two-tube coupled column with energy-dissipating and shock-absorbing effect | |
| CN205777792U (en) | The T-shaped antivibrator of precast construction node energy-dissipating and shock-absorbing | |
| CN107313551A (en) | A kind of concrete prefabricated wallboard of steel bar girder and structural system and its construction method | |
| CN102261184B (en) | Method for building anti-seismic storied building by utilizing steel wire mesh frame polystyrene sandwich plates | |
| CN207211436U (en) | A kind of steel and concrete shear wall assembling-type space module structural system | |
| CN102561731B (en) | Module constructed one-layer villa and construction method thereof | |
| CN206299015U (en) | Assembled composite floor | |
| CN212773578U (en) | Independent support system of assembled building quick detach | |
| CN207597652U (en) | A kind of cast-in-place sandwiched heat-preservation shear wall structure and assembled architecture | |
| CN206844303U (en) | A kind of house frame of light section steel structure and light floor assembly system | |
| CN206769184U (en) | A kind of ground panel structure of prefabricated villa | |
| Guo | Research on design method and construction key points of prefabricated building structure combined with machinery | |
| CN205840314U (en) | A kind of assembled inner-outer wall composite shuttering mortar leakage prevention device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |