CN207609053U - A kind of wall body structure for assembly concrete frame structure - Google Patents
A kind of wall body structure for assembly concrete frame structure Download PDFInfo
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- CN207609053U CN207609053U CN201721514371.7U CN201721514371U CN207609053U CN 207609053 U CN207609053 U CN 207609053U CN 201721514371 U CN201721514371 U CN 201721514371U CN 207609053 U CN207609053 U CN 207609053U
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Abstract
The utility model is related to fabric structure technical fields, disclose a kind of wall body structure for assembly concrete frame structure, including steel plate layer, the both sides of the steel plate layer are fixedly installed the armoured concrete slab layers of armoured concrete slab layer and both sides and fix to clamp steel plate layer between them, the upper end of the steel plate layer and top beam connection of concrete frame structure, lower end and concrete frame structure bottom girder connect.The utility model is simple and practical in structure, saves the usage amount of construction material, and worker is quickly and expediently installed, while ensure that entire frame structure has shock resistance.
Description
Technical field
The utility model is related to fabric structure technical fields, more particularly to a kind of to be used for assembly concrete frame structure
Wall body structure.
Background technology
For pure concrete frame structure because lateral deformation stiffness is limited, shock resistance is insufficient compared to shear wall structure, according to
Its maxi-mum height of the requirement of seismic design provision in building code is also restricted, for the bigger frame structure of height, in order to ensure it
Lateral resisting ability, the beam cross-section generally required is oversized, and which results in the increases of the usage amount of construction material, very without
Ji, meanwhile, traditional approach can generally increase between the beam column of frame structure when being more than maxi-mum height for frame structure height
Concrete walls are set to form frame shear wall structure, to promote the Lateral resisting ability of entire frame structure, but site operation
Concrete walls structure is cumbersome, take material it is time-consuming and laborious, labor intensity is also high.
Utility model content
The goal of the invention of the utility model is：In view of the above problems, it provides a kind of for assembly concrete
The wall body structure of frame structure, it is simple and practical in structure, the usage amount of construction material is saved, worker is quickly and expediently installed, simultaneously
It ensure that entire frame structure has shock resistance.
The technical solution adopted in the utility model is such：A kind of wall knot for assembly concrete frame structure
The both sides of structure, including steel plate layer, the steel plate layer are fixedly installed armoured concrete slab layer and the armoured concrete slab layer of both sides
Steel plate layer is fixed to clamp between them, the upper end of the steel plate layer and the top beam connection of concrete frame structure, lower end with
The bottom girder of concrete frame structure connects.
A kind of wall body structure for assembly concrete frame structure described in the utility model, the concrete frame
Pre-embedded steel slab is fixedly installed in the top beam and bottom girder of structure, the lower end of the steel plate layer passes through high strength bolt and bottom
Pre-embedded steel slab in beam is fixedly connected, and the upper end of the steel plate layer vertically offers waist-shaped hole, the pre-embedded steel slab lower part in top beam
Also vertically corresponding to offer waist-shaped hole, the upper end of the steel plate layer is realized by high strength bolt across the waist-shaped hole
With the connection of pre-embedded steel slab in top beam, steel plate layer top is not contacted with top beam bottom end, armoured concrete slab layer top not with top beam
Interior pre-embedded steel slab bottom end contact.
A kind of wall body structure for assembly concrete frame structure described in the utility model, the armored concrete
Plate layer and steel plate layer are of same size, and the steel plate layer top is higher by described armoured concrete slab layer a distance, the waist-shaped hole
It is opened in the region that the steel plate layer top is higher by the armoured concrete slab layer evenly and at intervals.
A kind of wall body structure for assembly concrete frame structure described in the utility model, described steel plate layer or so
There is between two concrete columns of concrete frame structure deformation joint, the deformation joint to be filled with building respectively at both ends
Region between at the top of sealing material layer, the top beam bottom and armoured concrete slab layer has also been filled with construction sealing materials
Layer.
A kind of wall body structure for assembly concrete frame structure described in the utility model, the pre-embedded steel slab position
In being fixedly installed shear stud in the structural outer surface in bottom girder and top beam.
A kind of wall body structure for assembly concrete frame structure described in the utility model, the shear stud exist
It is arranged evenly and at intervals in the structural outer surface that the pre-embedded steel slab is located in bottom girder and top beam.
A kind of wall body structure for assembly concrete frame structure described in the utility model further includes to drawing spiral shell
Bolt, the split bolt pass through the armoured concrete slab layer of steel plate layer and its both sides, the both ends of split bolt respectively with both sides steel
Reinforced concrete plate layer is adjacent to, and is connected with the armoured concrete slab layer by split bolt realization steel plate layer and both sides whole for one
Body.
A kind of wall body structure for assembly concrete frame structure described in the utility model, the split bolt exist
Interval is evenly arranged in armoured concrete slab layer areal extent, and the nut of the split bolt passes through backing plate and side reinforced concrete
The end face of native plate layer is adjacent to, and the nut of the split bolt is adjacent to by the end face of backing plate and other side armoured concrete slab layer.
A kind of wall body structure for assembly concrete frame structure described in the utility model, reinforcing bar described in both sides are mixed
The outer surface of concrete board layer is fixedly installed mortar surface layer.
A kind of wall body structure for assembly concrete frame structure described in the utility model, the mortar surface layer with
It is further fixedly arranged on insulating layer between the armoured concrete slab layer.
In conclusion by adopting the above-described technical solution, the utility model has the beneficial effects that：The utility model structure
It is simple and practical so that the sectional dimension of practical beam column is substantially reduced in frame structure, saves the usage amount of construction material, economical
Rationally；The setting of steel plate layer makes entire wall anti-seismic performance more preferably, and steel plate layer provides rigidity in small shake, is generated in big shake
Surrender, to absorb seismic energy；Entire wall body structure can be prefabricated in the factory, and directly transport to construction site and be mounted on girder construction
Together, worker is quickly and expediently installed, and labor intensity is low, and entire frame structure has Lateral resisting ability, and then ensure that entire frame
Frame structure has shock resistance.
Description of the drawings
Fig. 1 is the scheme of installation of the utility model and assembly concrete frame；
Fig. 2 is the utility model front view；
Fig. 3 is sectional view along A-A in Fig. 2；
Fig. 4 is the partial sectional view of the utility model and top beam installation；
Fig. 5 is the front view of the utility model and top beam installation.
It is marked in figure：1 is steel plate layer, and 2 be armoured concrete slab layer, and 3 be top beam, and 4 be bottom girder, and 5 be pre-embedded steel slab, and 6 are
High strength bolt, 7 be waist-shaped hole, and 8 be concrete column, and 9 be deformation joint, and 10 shear studs, 11 be split bolt, and 12 be sand
Pulp surface layer, 13 be insulating layer, and 14 be wall body structure.
Specific implementation mode
Below in conjunction with the accompanying drawings, the utility model is described in detail.
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.
As shown in Fig. 1 to 5, a kind of wall body structure for assembly concrete frame structure, this wall body structure 14 can be set
It is placed in the wall displacement all around of assembly concrete frame structure, may also set up in the inside of assembly concrete frame structure,
Specific installation position is arranged according to actual needs, and wall body structure 14 includes steel plate layer 1, and the both sides of steel plate layer 1 are fixedly installed steel
Reinforced concrete plate layer 2 and the armoured concrete slab layer 2 of both sides fix to clamp steel plate layer 1 between them, steel plate layer 1 and steel
Reinforced concrete plate layer 2 is rectangular-shaped, and further, the outer surface of both sides armoured concrete slab layer 2 is fixedly installed mortar face
Layer 12, is further fixedly arranged on insulating layer 13 between mortar surface layer 12 and armoured concrete slab layer 2, insulating layer 13 is protected for extruded polystyrene
Warm layer 13, specifically, when this wall body structure 14 is used in the surrounding enclosure wall of assembly concrete frame structure, only in outside
Insulating layer 13 is set between mortar surface layer 12 and armoured concrete slab layer 2, when this wall body structure 14 is used in assembly concrete frame
When the inside of frame structure, insulating layer 13 can be arranged according to actual needs, the upper end of steel plate layer 1 and the top beam of concrete frame structure
The bottom girder 4 of 3 connections, lower end and concrete frame structure connects, and when an earthquake occurs, earthquake makes steel plate layer 1 deform, steel
Plate layer 1 can opposite sides armoured concrete slab layer 2 slide；Specifically, in the top beam 3 of concrete frame structure and bottom girder 4
It is fixedly installed pre-embedded steel slab 5, shearing resistance bolt is fixedly installed in the structural outer surface that pre-embedded steel slab 5 is located in bottom girder 4 and top beam 3
Nail 10, shear stud 10 is arranged evenly and at intervals in the structural outer surface that pre-embedded steel slab 5 is located in bottom girder 4 and top beam 3, specifically
Quantity is arranged according to actual conditions, is arranged such so that pre-embedded steel slab 5 is more consolidated with the connection of bottom girder 4 and top beam 3 respectively can
It leans on, the lower end of steel plate layer 1 is fixedly connected by high strength bolt 6 with the pre-embedded steel slab 5 in bottom girder 4, the upper end of steel plate layer 1
It is vertical to offer that waist-shaped hole 7,5 lower part of pre-embedded steel slab in top beam 3 are also vertically corresponding to offer waist-shaped hole 7, steel plate layer 1 it is upper
End by high strength bolt 6 pass through waist-shaped hole 7 realize with top beam 3 in pre-embedded steel slab 5 connection, 1 top of steel plate layer not with
3 bottom end of top beam contacts, and 2 top of armoured concrete slab layer is not contacted with 5 bottom end of pre-embedded steel slab in top beam 3, specifically, reinforced concrete
Native plate layer 2 and steel plate layer 1 are of same size, and 1 top of steel plate layer is higher by 2 a distance of armoured concrete slab layer, and waist-shaped hole 7 is spaced
It is opened in the region that 1 top of steel plate layer is higher by armoured concrete slab layer 2 evenly, 7 particular number of waist-shaped hole is set according to actual conditions
It sets, by above-mentioned concrete structure design, waist-shaped hole 7 makes entire wall body structure 14 not undertake vertical force, only undertake horizontal force, keeps away
Exempted from wall body structure 14 leads to the reduction of its anti-seismic performance due to bearing vertical force, then ensures entire frame structure with sufficiently strong
Under the premise of degree, the sectional dimension of beam column can also be reduced, meanwhile, total is in modularization, is prefabricated in the factory, directly transports to
Construction site, you can realize that it is connected with the top beam 3 of frame structure and bottom girder 4, efficient and convenient, labor intensity is low, steel
The setting of plate layer 1 makes entire wall anti-seismic performance more preferably, and steel plate layer 1 provides rigidity in small shake, and surrender is generated in big shake,
To absorb seismic energy, the setting of armoured concrete slab layer 2 makes 14 intensity of entire wall body structure more preferable, and stability is more preferable.
Further, 1 left and right ends of steel plate layer have deformation between two concrete columns 8 of concrete frame structure respectively
9 are stitched, construction sealing materials layer has been filled at deformation joint 9（It is not shown in figure）, 3 bottom of top beam and armoured concrete slab layer 2
Region between top has also been filled with construction sealing materials layer（It is not shown in figure）, construction sealing materials layer material can be
Plastic seal cream, elastoplasticity sealing compound or elastic sealing paste etc. are specifically configured to elastic sealing paste, the setting of deformation joint 9 herein
I.e. so that 1 left and right ends of steel plate layer are not connect with concrete column 8, in the case of seismic events smooth of wall body structure 14 has been effectively ensured
Deformation, and then seismic energy is preferably absorbed, construction sealing materials layer so that entire wall body structure 14 is more complete beautiful, sealing
Property is more preferable.
Further, further include split bolt 11, armoured concrete slab of the split bolt 11 across steel plate layer 1 and its both sides
Layer 2, the both ends of split bolt 11 are adjacent to both sides armoured concrete slab layer 2 respectively, to pass through split bolt 11 realize steel plate
Layer 1 and the armoured concrete slab layer 2 of both sides hold together admittedly, and split bolt 11 is in 2 areal extent of armoured concrete slab layer
Interior interval is evenly arranged, and particular number is arranged according to actual conditions, and the bolt hole of steel plate layer 1 and armoured concrete slab layer 2 is straight
Diameter is bigger than 11 outer diameter of split bolt, and specifically, the diameter of bolt hole in steel plate layer 1 is bigger 2mm than 11 outer diameter of split bolt, reinforcing bar
Diameter of bolt hole on Concrete cover 2 is bigger 3mm than 11 outer diameter of split bolt, to ensure that steel plate layer 1 is more smooth in earthquake
Ground deform, when an earthquake occurs, earthquake makes steel plate layer 1 deform, steel plate layer 1 can opposite sides armoured concrete slab layer
2 slidings, meanwhile, steel plate layer 1 is clipped in the middle by the armoured concrete slab layer 2 of both sides, plays and makees to the guiding that steel plate layer 1 deforms
With, prevent steel plate layer 1 from deforming outside own layer, make its occur in own layer stretch or compressive deformation, with more preferable
Ground absorbs seismic energy, ensures that this structure has sufficient shock resistance, in addition, the nut of split bolt 11 passes through backing plate（Figure
In be not shown）It is adjacent to the end face of side armoured concrete slab layer 2, the nut of split bolt 11 passes through backing plate（It is not shown in figure）
It is adjacent to, is arranged such so that the fixation of armoured concrete slab layer 2 and steel plate layer 1 with the end face of other side armoured concrete slab layer 2
It is more convenient to clamp installation connection, also ensures that the bonding strength between them, the setting of backing plate make split bolt 11
What both ends can more stablize is adjacent to armoured concrete slab layer 2, prevents from damaging 2 surface of armoured concrete slab layer by pressure.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
All any modification, equivalent and improvement etc., should be included in the utility model made by within the spirit and principle of utility model
Protection domain within.
Claims (10)
1. a kind of wall body structure for assembly concrete frame structure, it is characterised in that：Including steel plate layer（1）, the steel
Plate layer（1）Both sides be fixedly installed armoured concrete slab layer（2）And the armoured concrete slab layer of both sides（2）By steel plate layer（1）
It fixes to clamp between them, the steel plate layer（1）Upper end and concrete frame structure top beam（3）Connection, lower end with it is mixed
The bottom girder of solidifying soil frame structure（4）Connection.
2. a kind of wall body structure for assembly concrete frame structure according to claim 1, it is characterised in that：Institute
State the top beam of concrete frame structure（3）And bottom girder（4）Inside it is fixedly installed pre-embedded steel slab（5）, the steel plate layer（1）Under
End passes through high strength bolt（6）With bottom girder（4）Interior pre-embedded steel slab（5）It is fixedly connected, the steel plate layer（1）Upper end it is perpendicular
To offering waist-shaped hole（7）, top beam（3）Interior pre-embedded steel slab（5）Also vertically correspondence offers waist-shaped hole for lower part（7）, described
Steel plate layer（1）Upper end pass through high strength bolt（6）Across the waist-shaped hole（7）Realization and top beam（3）Interior pre-embedded steel slab
（5）Connection, steel plate layer（1）Top not with top beam（3）Bottom end contacts, armoured concrete slab layer（2）Top not with top beam（3）It is interior
Pre-embedded steel slab（5）Bottom end contacts.
3. a kind of wall body structure for assembly concrete frame structure according to claim 2, it is characterised in that：Institute
State armoured concrete slab layer（2）With steel plate layer（1）It is of same size, the steel plate layer（1）Top is higher by the armoured concrete slab
Layer（2）A distance, the waist-shaped hole（7）It is opened in the steel plate layer evenly and at intervals（1）Top is higher by the reinforced concrete
Native plate layer（2）Region.
4. a kind of wall body structure for assembly concrete frame structure according to claim 3, it is characterised in that：Institute
State steel plate layer（1）Left and right ends respectively with two concrete columns of concrete frame structure（8）Between have deformation joint（9）, described
Deformation joint（9）Place has been filled with construction sealing materials layer, the top beam（3）Bottom and armoured concrete slab layer（2）Top it
Between region be also filled with construction sealing materials layer.
5. special according to a kind of wall body structure for assembly concrete frame structure of claim 2 to 4 any one of them
Sign is：The pre-embedded steel slab（5）Positioned at bottom girder（4）And top beam（3）It is fixedly installed shear stud in interior structural outer surface
（10）.
6. a kind of wall body structure for assembly concrete frame structure according to claim 5, it is characterised in that：Institute
State shear stud（10）In the pre-embedded steel slab（5）Positioned at bottom girder（4）And top beam（3）In interior structural outer surface evenly and at intervals
Arrangement.
7. a kind of wall body structure for assembly concrete frame structure according to claim 5, it is characterised in that：Also
Including split bolt（11）, the split bolt（11）Across steel plate layer（1）And its armoured concrete slab layer of both sides（2）, right
Draw bolt（11）Both ends respectively with both sides armoured concrete slab layer（2）Be adjacent to, to pass through split bolt（11）Realize steel plate
Layer（1）With the armoured concrete slab layer of both sides（2）Admittedly holding together.
8. a kind of wall body structure for assembly concrete frame structure according to claim 7, it is characterised in that：Institute
State split bolt（11）In armoured concrete slab layer（2）Interval is evenly arranged in areal extent, the split bolt（11）Spiral shell
Cap passes through backing plate and side armoured concrete slab layer（2）End face be adjacent to, the split bolt（11）Nut by backing plate with
Other side armoured concrete slab layer（2）End face be adjacent to.
9. a kind of wall body structure for assembly concrete frame structure according to claim 5, it is characterised in that：Two
Armoured concrete slab layer described in side（2）Outer surface be fixedly installed mortar surface layer（12）.
10. a kind of wall body structure for assembly concrete frame structure according to claim 9, it is characterised in that：
The mortar surface layer（12）With the armoured concrete slab layer（2）Between be further fixedly arranged on insulating layer（13）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721514371.7U CN207609053U (en) | 2017-11-14 | 2017-11-14 | A kind of wall body structure for assembly concrete frame structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721514371.7U CN207609053U (en) | 2017-11-14 | 2017-11-14 | A kind of wall body structure for assembly concrete frame structure |
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| Publication Number | Publication Date |
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| CN207609053U true CN207609053U (en) | 2018-07-13 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797840A (en) * | 2018-08-03 | 2018-11-13 | 青岛理工大学 | Prefabricated concrete shear force wall assembled connected node |
| CN113356405A (en) * | 2021-06-30 | 2021-09-07 | 西安建筑科技大学 | Prefabricated composite wall structure based on embedded profile steel and construction method thereof |
-
2017
- 2017-11-14 CN CN201721514371.7U patent/CN207609053U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797840A (en) * | 2018-08-03 | 2018-11-13 | 青岛理工大学 | Prefabricated concrete shear force wall assembled connected node |
| CN113356405A (en) * | 2021-06-30 | 2021-09-07 | 西安建筑科技大学 | Prefabricated composite wall structure based on embedded profile steel and construction method thereof |
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