CN205604473U - Assembled shear force wall tooth's socket formula connection structure who combines coincide floor - Google Patents
Assembled shear force wall tooth's socket formula connection structure who combines coincide floor Download PDFInfo
- Publication number
- CN205604473U CN205604473U CN201620334662.7U CN201620334662U CN205604473U CN 205604473 U CN205604473 U CN 205604473U CN 201620334662 U CN201620334662 U CN 201620334662U CN 205604473 U CN205604473 U CN 205604473U
- Authority
- CN
- China
- Prior art keywords
- prefabricated panel
- lower floor
- floor slab
- upper strata
- tooth slot
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Abstract
The utility model discloses an assembled shear force wall tooth's socket formula connection structure who combines coincide floor, including forming the tooth's socket structure II in the prefabricated wallboard bottom in upper strata, formation is in the tooth's socket structure I at the prefabricated wallboard top of lower floor, logical long arranging is fixed at the channel -section steel of the prefabricated wallboard top both sides of lower floor and two location connection structure II that fix a position connection structure I and set up respectively at the prefabricated wallboard bottom both ends in upper strata that set up respectively at the prefabricated wallboard top both ends of lower floor, the prefabricated part that falls to putting the coincide floor on the prefabricated wallboard of lower floor, the prefabricated part of coincide floor is equipped with the horizontal anchor muscle that extends to I top on the tooth's socket structure, I butt joint on tooth's socket structure II and the tooth's socket structure forms concrete shaping groove, and the reinforcing bar tip that waters the layer behind the coincide floor is equipped with the crotch and extends to concrete shaping inslot, concrete shaping inslot form with the coincide floor after water the layer and water concrete structure after integrative. The utility model discloses can solve the fixed problem of upper portion wallboard in the work progress.
Description
Technical field
This utility model relates to a kind of fabricated shear wall attachment structure, particularly to the assembled of a kind of combination laminated floor slab
Shear wall Alveolus type attachment structure.
Background technology
Prefabricated assembled shear wall structure meets China's establishing resource economizing type, friendly environment society's requirement, is that China is suitable
Profit realizes building energy conservation and reduces discharging and effective boosting strength of housing industrialization, simultaneously to effectively promoting resource utilization, reduction
Build the impact of natural environment, successfully realize Green Development and all have bigger positive role.As can be seen here, prefabrication and assembly construction
Formula shear wall structure also exists great development potentiality.
Bar connecting between prefabricated components is the key technology of prefabricated assembled concrete shear wall structure, the most conventional
Connected mode is mainly sleeve connection, slurry anchor connection and mechanical connection.Straight screw sleeve connection can effectively transmit vertical reinforcement should
Power, Structural Energy Dissipation ability is strong, but sleeve cost is high, and difficulty of construction is big.Slurry anchor connection needs prefabricated components to have longer steel
Muscle protruded length, the transport and the scene that are not easy to prefabricated components are in place.The connection of above-mentioned wallboard is all at superimposed sheet last layer
On carry out, horizontal straight joint can be formed, need slip casting to strengthen, construction complexity, difficulty is big.The upper wainscot sheathing proposed
Alveolus type method of attachment, owing to top wallboard fixation problem never solves, therefore cannot put into actual application.
Summary of the invention
This utility model provides the assembled of a kind of combination laminated floor slab to cut for solving technical problem present in known technology
Power wall Alveolus type attachment structure, this structure can solve the problem that top wallboard fixation problem in work progress, can put into reality
Border is applied.
This utility model is adopted the technical scheme that by solving technical problem present in known technology: a kind of combination overlaps
The fabricated shear wall Alveolus type attachment structure of floor, including the tooth slot structure II being formed at bottom the prefabricated panel of upper strata, shape
Become tooth slot structure I at lower floor's prefabricated panel top, elongated layout be fixed on the channel-section steel of both sides, lower floor's prefabricated panel top with
And be separately positioned on two positioning connection structures I at two ends, described lower floor's prefabricated panel top and be separately positioned on described upper strata
Two positioning connection structures II at two ends bottom prefabricated panel, described positioning connection structure I is positioned at described tooth slot structure I
On toothing, described positioning connection structure II is positioned on the toothing of described tooth slot structure II；Described channel-section steel lean against described under
Layer prefabricated panel, the two either flush；The vertical distribution bar of described lower floor prefabricated panel stretches out described lower floor prefabricated panel
End face；The vertical distribution bar of described upper strata prefabricated panel stretches out the bottom surface of described upper strata prefabricated panel；Described location is even
Access node structure I includes two pieces of relative connecting lateral plates, and described connecting lateral plate is embedded in described lower floor prefabricated panel, described
In lower floor's prefabricated panel, the pre-buried depth bounds of corresponding described connecting lateral plate is provided with level encryption reinforcing bar I, in two pieces of described companies
The two ends connecing side plate are respectively welded with one piece of connection end plate, two pieces of described connecting lateral plates and two pieces of described connection end plates formation rectangle bags
Closed structure；Described positioning connection structure II includes a H profile steel being vertically arranged, and described H profile steel is embedded in described upper strata
In prefabricated panel, in the prefabricated panel of described upper strata, the pre-buried depth bounds of corresponding described H profile steel is provided with level encryption reinforcing bar
Ⅱ；Putting off the pre-erection of laminated floor slab on described lower floor prefabricated panel, the pre-erection of described laminated floor slab is provided with and prolongs
Extending the horizontal anchor rib above described tooth slot structure I, the described lower floor of the described corresponding contact of horizontal anchor rib is prefabricated
The vertical distribution bar square crossing of wallboard, the described connection end plate of the described corresponding contact of horizontal anchor rib is affixed；Institute
State H profile steel to be inserted in consistent manner in described rectangle encirclement structure, linked together by bolt I with described connecting lateral plate；
Described tooth slot structure II docks formation concrete formation groove with described tooth slot structure I, vertical point of described lower floor prefabricated panel
The vertical distribution bar of cloth reinforcing bar and described upper strata prefabricated panel is in described concrete formation groove inside lap；Described laminated floor slab
The end reinforced of last layer is provided with crotch and extends in described concrete formation groove；The pre-erection of described laminated floor slab
End face absolute altitude is less than the flank of tooth absolute altitude of described tooth slot structure II；Formed in described concrete formation groove and water after laminated floor slab
The rear pouring concrete structure of layer one.
The pre-erection of described laminated floor slab rides over the width on described lower floor prefabricated panel not less than 15mm.
Being provided with contiguous block with the end of the described described horizontal anchor rib being connected end plate contact, described contiguous block is corresponding to be connect
The described connection end plate touched is connected by bolt II.
The end of the described horizontal anchor rib of the vertical distribution bar square crossing with described lower floor prefabricated panel is provided with round metal
Head.
The upper end of described H profile steel is provided with anchor bar II, and described anchor bar II is embedded in the prefabricated panel of described upper strata；
The lower end of described connecting lateral plate is provided with anchor bar I, and described anchor bar I is embedded in described lower floor prefabricated panel.
The groove of described tooth slot structure I is than the groove depth of described tooth slot structure II, and the bottom land absolute altitude of described tooth slot structure II is with described
The end face absolute altitude of laminated floor slab is identical.
This utility model has the advantage that with good effect:
One) construction combining laminated floor slab forms the attachment structure of upper and lower layer prefabricated panel, and upper strata prefabricated panel is in construction
Shi Caiyong positioning connection structure and lower floor prefabricated panel are fixed, and use diagonal supporting member to support, and diagonal supporting member is with laminated floor slab
Pre-erection is for supporting, and the pre-erection of laminated floor slab uses vertical supporting component to support, and vertical supporting component has used
Lower floor's floor of completion, for supporting, both can significantly ensure the Outside-plate stabilizing of upper strata prefabricated panel, also ensure that overlapping building
Plate pre-erection is not destroyed.
Two) levels prefabricated panel uses the rear pouring concrete structure being cast in concrete formation groove to connect, in levels
Form shear key between prefabricated panel, and shear key with the rear pouring concrete layer of laminated floor slab be together with the overall knot that pours
Structure, it is possible to improve the shear behavior of attachment structure well.
Being limited by laminated floor slab thickness, bottom the prefabricated panel of employing upper strata, the groove of tooth slot structure is than lower floor's prefabricated panel top
The shallow structure of tooth slot structure groove, make the bottom land absolute altitude of upper strata prefabricated panel tooth slot structure and the end face absolute altitude phase of laminated floor slab
With, rear pouring concrete structure can be made to be full of whole concrete formation groove, the vertical distribution of levels prefabricated panel can be made again
Reinforcing bar meets overlap joint requirement in concrete formation groove, and then makes the overall performance of fabricated shear wall structure be improved.
Three) pre-erection of laminated floor slab horizontal anchor rib end is stretched out, and is anchored at levels prefabricated panel junction, with
The horizontal anchor bar end that positioning connection structure is corresponding is provided with contiguous block, and affixed with positioning connection structure bolt, by
In being provided with diagonal supporting member on the prefabricated panel of upper strata, when upper strata prefabricated panel is by plane external load, load passes through diagonal brace structure
Part passes to laminated floor slab horizontal loading, and under horizontal loads, laminated floor slab, it may happen that level slip in plane, is adopted
With bolt, laminated floor slab end-anchored reinforcement is fixed together with positioning connection structure, laminated floor slab can be limited at load
Effect is lower occurs level planar to slide.Upper strata prefabricated panel, diagonal supporting member and laminated floor slab constitute a triangle
Shape overall structure, makes the fixing more reliable and more stable of upper strata prefabricated panel.
Four) channel-section steel on lower floor's prefabricated panel it is fixed on, by increasing capacitance it is possible to increase the lower support length of the pre-erection of laminated floor slab,
Also add the stability that rear pouring concrete intensity reaches before design requires between precast construction simultaneously.Teeth groove is tied by channel-section steel
The both sides of structure I are closed, can be as the side template of tooth slot structure I, it is to avoid spillage when watering after gullet area.
Accompanying drawing explanation
Fig. 1 is the structural representation before lower floor of the present utility model prefabricated panel and the connection of upper strata prefabricated panel；
Fig. 2 is the structural representation after lower floor of the present utility model prefabricated panel and the connection of upper strata prefabricated panel；
Fig. 3 is the A-A cut-away view of Fig. 2；
Fig. 4 is the B-B cut-away view of Fig. 3；
Fig. 5 is the schematic three dimensional views of positioning connection structure II of the present utility model；
Fig. 6 is profile of the present utility model；
Fig. 7 is the positioning connection structure II of the present utility model schematic three dimensional views in prefabricated panel bottom surface, the upper strata section of stretching out；
Fig. 8 is the positioning connection structure I of the present utility model schematic three dimensional views in lower floor's prefabricated panel end face section of stretching out；
Fig. 9 is the schematic three dimensional views of positioning connection structure I section of stretching out of the present utility model；
Figure 10 is that positioning connection structure I of the present utility model is right with it with positioning connection structure II and positioning connection structure I
The schematic three dimensional views of the connection of the horizontal anchor rib answered；
The top view of the thickened area, pre-erection span centre local of laminated floor slab when Figure 11 is this utility model construction；
Figure 12 is the C-C profile of Figure 11；
Figure 13 is the schematic three dimensional views before this utility model casting concrete；
Figure 14 is the schematic three dimensional views of this utility model construction.
In figure: 1, upper strata prefabricated panel, 2, lower floor's prefabricated panel, 3, the vertical distribution bar of upper strata prefabricated panel,
4, the vertical distribution bar of lower floor's prefabricated panel, 5, horizontal distribution reinforcing bar I, 6, horizontal distribution reinforcing bar II, 7, H profile steel,
8, connecting lateral plate, 9, connect end plate, 10, tooth slot structure II, 11, tooth slot structure I, 12-1, level encryption reinforcing bar
I, 12-2, level encryption steel II, 13-1, anchor bar I, 13-2, anchor bar II, 14, concrete formation groove,
15, bolt II, 16, bolt I, 17, channel-section steel, 18, the pre-erection of laminated floor slab, 19, horizontal anchor rib, 20,
Bolt IV, 21, laminated floor slab last layer, 22, the reinforcing bar of laminated floor slab last layer, 23, pivoting support I, 24, spiral shell
Bolt III, 25, pivoting support II, 26, pivoting support IV, 27, bolt V, 28, pivoting support III, 29, bolt VI,
30, diagonal supporting member, 31, vertical supporting component.
Detailed description of the invention
For summary of the invention of the present utility model, feature and effect can be further appreciated that, hereby enumerate following example, and coordinate
Accompanying drawing describes in detail as follows:
Referring to Fig. 1～Figure 14, the fabricated shear wall Alveolus type attachment structure of a kind of combination laminated floor slab, including being formed
Tooth slot structure II 10 bottom upper strata prefabricated panel 1, be formed at lower floor's prefabricated panel 2 top tooth slot structure I 11,
Elongated layout is fixed on the channel-section steel 17 of both sides, lower floor's prefabricated panel 2 top and is separately positioned on described lower floor prefabricated panel 2
Two positioning connection structures I at two ends, top and two location being separately positioned on two ends bottom described upper strata prefabricated panel 1
Attachment structure II, described positioning connection structure I is positioned on the toothing of described tooth slot structure I 11, described in be located by connecting knot
Structure II is positioned on the toothing of described tooth slot structure II 10.
Described channel-section steel 17 leans against described lower floor prefabricated panel 2, the two either flush.
The vertical distribution bar 4 of described lower floor prefabricated panel 2 stretches out the end face of described lower floor prefabricated panel 2；Described upper strata
The vertical distribution bar 3 of prefabricated panel 1 stretches out the bottom surface of described upper strata prefabricated panel 1.
Described positioning connection structure I includes two pieces of relative connecting lateral plates 8, and described connecting lateral plate 8 is embedded in described lower floor
In prefabricated panel 2, in described lower floor prefabricated panel 2, the pre-buried depth bounds of corresponding described connecting lateral plate 8 is provided with level
Encryption reinforcing bar I 12-1；Respectively it is welded with one piece at the two ends of two pieces of described connecting lateral plates 8 and connects end plate 9, two pieces of described connections
Side plate 8 and two pieces of described connection end plates 9 form rectangle and surround structure.
Described positioning connection structure II includes that a H profile steel being vertically arranged 7, described H profile steel 7 are embedded in described upper strata
In prefabricated panel 1, in described upper strata prefabricated panel 1, the pre-buried depth bounds of corresponding described H profile steel 7 is provided with level and adds
Close steel II 12-2.
Described lower floor prefabricated panel 2 puts off the pre-erection 18 of laminated floor slab, the pre-erection 18 of described laminated floor slab
It is provided with the horizontal anchor rib 19 extended to above described tooth slot structure I 11, the described horizontal corresponding contact of anchor rib 19
Vertical distribution bar 4 square crossing of described lower floor prefabricated panel, the institute of the described horizontal corresponding contact of anchor rib 19
State connection end plate 9 affixed.
Described H profile steel 7 is inserted into described rectangle in consistent manner and surrounds in structure, with described connecting lateral plate 8 by bolt I 16
Link together.
Described tooth slot structure II 10 docks formation concrete forming groove 14 with described tooth slot structure I 11, and described lower floor is prefabricated
The vertical distribution bar 4 of wallboard and the vertical distribution bar 3 of described upper strata prefabricated panel are at described concrete forming groove 14
Inside lap；Reinforcing bar 22 end of described laminated floor slab last layer is provided with crotch and extends in described concrete forming groove 14.
The end face absolute altitude of the pre-erection 18 of described laminated floor slab is less than the flank of tooth absolute altitude of described tooth slot structure II 10, in institute
Pour the rear pouring concrete structure with laminated floor slab last layer 21 one in stating concrete formation groove 14 to create conditions.
Formed in described concrete formation groove 14 and the rear pouring concrete structure of laminated floor slab last layer 21 one.
Same as the prior art, in lower floor's prefabricated panel 2, it is provided with horizontal distribution reinforcing bar II 6；In upper strata prefabricated panel 1
It is provided with horizontal distribution reinforcing bar I 5.
In the present embodiment, the width that the pre-erection 18 of described laminated floor slab rides on described lower floor prefabricated panel 2 is the least
In 15mm, laminated floor slab is made to be reliably connected with shear wall.It is fixed on the channel-section steel on lower floor's prefabricated panel, by increasing capacitance it is possible to increase overlapping
The lower support length of the pre-erection of floor, also add rear pouring concrete intensity simultaneously and reaches prefabricated before design requires
Stability between structure.
In the present embodiment, the end of the described horizontal anchor rib 19 contacted with described connection end plate 9 is provided with contiguous block, institute
The described connection end plate 9 stating the corresponding contact of contiguous block is connected by bolt II 15, can limit laminated floor slab at load
Effect is lower occurs level planar to slide.
In the present embodiment, with the described level anchoring of vertical distribution bar 4 square crossing of described lower floor prefabricated panel 2
The end of muscle 19 is provided with metal round end, to reduce the length of horizontal anchor bar 19.
In the present embodiment, the upper end of described H profile steel 7 is provided with anchor bar II 13-2, and described anchor bar II 13-2 is pre-
It is embedded in described upper strata prefabricated panel 1；The lower end of described connecting lateral plate 8 is provided with anchor bar I 13-1, described anchoring steel
Muscle I 13-1 is embedded in described lower floor prefabricated panel 2, to shorten H profile steel 7, the length of connecting lateral plate 8, alleviates pre-
The weight of wallboard processed.
In the present embodiment, the groove of described tooth slot structure I 11 is than the groove depth of described tooth slot structure II 10, described tooth slot structure
The bottom land absolute altitude of II 10 is identical with the end face absolute altitude of described laminated floor slab.
The assembled engineering method of the fabricated shear wall Alveolus type attachment structure of above-mentioned combination laminated floor slab, employing following steps:
One) the elongated layout in both sides at lower floor's prefabricated panel 2 top fixes channel-section steel 17, in the present embodiment, channel-section steel 17
Bolt IV 20 is used to be fixed on lower floor's prefabricated panel 2.
Two) on described lower floor prefabricated panel 2, put off the pre-erection 18 of laminated floor slab.
Be provided with thickened area, local in the span centre position of the pre-erection 18 of described laminated floor slab, thickened area, span centre local is with described
The line of positioning connection structure I is perpendicular to shear wall, the end face absolute altitude of thickened area, described span centre local and the top of laminated floor slab
Face absolute altitude is identical, fixes pivoting support I 23 at the top of thickened area, described span centre local, in thickened area, described span centre local
Bottom fix pivoting support II 25；In the present embodiment, described pivoting support I 23, described pivoting support II 25 and institute
State thickened area, span centre local to be linked together by bolt III 24.The area of thickened area, described span centre local not less than 200 ×
200mm, to meet power transmission requirement.
Three) lower section in thickened area, described span centre local arranges vertical supporting component 31, described vertical supporting component 31
Upper end is connected with described pivoting support II 25, and pivoting support III 28 and lower floor are passed through in the lower end of described vertical supporting component 31
Laminated floor slab connects；In the present embodiment, pivoting support III 28 uses bolt VI 29 to be fixed on lower floor's floor.
Four) upper strata prefabricated panel 1 is put off on described lower floor prefabricated panel 2, and by corresponding positioning connection structure I
Link together with positioning connection structure II；It is fixed with pivoting support IV 26, institute on the top of described upper strata prefabricated panel 1
State pivoting support IV 26 and be positioned at the surface of described positioning connection structure II；In the present embodiment, pivoting support IV 26 uses
Bolt V 27 is fixed on upper strata prefabricated panel 1.
Described tooth slot structure II 10 docks formation concrete forming groove 14, described lower floor dry wall with described tooth slot structure I 11
The vertical distribution bar 4 of plate is taken in described concrete forming groove 14 with the vertical distribution bar 3 of described upper strata prefabricated panel
Connect；Described concrete forming groove 14 is connected with laminated floor slab Hou Jiao district.
Five) between described pivoting support IV 26 and described pivoting support I 23, diagonal supporting member 30 is connected.
Six) colligation of the reinforcing bar 22 of described laminated floor slab last layer is carried out, reinforcing bar 22 end of described laminated floor slab last layer
Portion is provided with crotch and extends in described concrete forming groove 14.
Seven) carry out the concreting in described laminated floor slab Hou Jiao district and described concrete forming groove 14, make laminated floor slab
Last layer 21 forms one with the rear pouring concrete structure in concrete forming groove 14.
Upper strata prefabricated panel is connected with lower floor prefabricated panel by positioning connection structure, the H profile steel plug-in mounting of upper strata prefabricated panel
In the encirclement structure of lower floor's prefabricated panel, and be bolted on together, upper strata prefabricated panel not with edge member
Before linking together, above-mentioned positioning connection structure serves interim fixing effect.Although positioning connection structure can hold
By certain moment of flexure and pulling force, it is contemplated that unfavorable factors such as high wind loads, need to arrange diagonal supporting member.Due to overlapping building
Plate not yet pours rear pouring concrete layer, is still insufficient as the fulcrum of diagonal supporting member, it is therefore desirable to arrange on lower floor's floor
Vertical supporting component supports the pre-erection of laminated floor slab.
It is fixed on the channel-section steel on lower floor's prefabricated panel, by increasing capacitance it is possible to increase the lower support length of the pre-erection of laminated floor slab, simultaneously
Also add the stability that rear pouring concrete intensity reaches before design requires between precast construction.Channel-section steel is by tooth slot structure I
Both sides close, can be as the side template of tooth slot structure I, it is to avoid spillage when watering after gullet area.
Although preferred embodiment of the present utility model being described above in conjunction with accompanying drawing, but this utility model not office
Being limited to above-mentioned detailed description of the invention, above-mentioned detailed description of the invention is only schematically, is not restrictive, this
The those of ordinary skill in field, under enlightenment of the present utility model, is being protected without departing from this utility model objective and claim
In the case of the scope protected, it is also possible to make a lot of form, within these belong to protection domain of the present utility model.
Claims (6)
1. the fabricated shear wall Alveolus type attachment structure combining laminated floor slab, it is characterised in that include being formed at
Layer prefabricated panel bottom tooth slot structure II, be formed at the tooth slot structure I at lower floor's prefabricated panel top, elongated layout is fixed
Channel-section steel in both sides, lower floor's prefabricated panel top and be separately positioned on two location at two ends, described lower floor's prefabricated panel top
Attachment structure I and two positioning connection structures II being separately positioned on two ends bottom the prefabricated panel of described upper strata, described location
Attachment structure I is positioned on the toothing of described tooth slot structure I, and described positioning connection structure II is positioned at described tooth slot structure II
Toothing on；
Described channel-section steel leans against described lower floor prefabricated panel, the two either flush；
The vertical distribution bar of described lower floor prefabricated panel stretches out the end face of described lower floor prefabricated panel；Described upper strata dry wall
The vertical distribution bar of plate stretches out the bottom surface of described upper strata prefabricated panel；
Described positioning connection structure I includes two pieces of relative connecting lateral plates, and it is prefabricated that described connecting lateral plate is embedded in described lower floor
In wallboard, in described lower floor prefabricated panel, the pre-buried depth bounds of corresponding described connecting lateral plate is provided with level encryption reinforcing bar I,
Respectively it is welded with one piece at the two ends of two pieces of described connecting lateral plates and connects end plate, two pieces of described connecting lateral plates and two pieces of described connection ends
Plate forms rectangle and surrounds structure；
Described positioning connection structure II includes a H profile steel being vertically arranged, and it is prefabricated that described H profile steel is embedded in described upper strata
In wallboard, in the prefabricated panel of described upper strata, the pre-buried depth bounds of corresponding described H profile steel is provided with level encryption reinforcing bar II；
Putting off the pre-erection of laminated floor slab on described lower floor prefabricated panel, the pre-erection of described laminated floor slab is provided with and prolongs
Extending the horizontal anchor rib above described tooth slot structure I, the described lower floor of the described corresponding contact of horizontal anchor rib is prefabricated
The vertical distribution bar square crossing of wallboard, the described connection end plate of the described corresponding contact of horizontal anchor rib is affixed；
Described H profile steel is inserted into described rectangle in consistent manner and surrounds in structure, is connected to by bolt I with described connecting lateral plate
Together；
Described tooth slot structure II docks formation concrete formation groove with described tooth slot structure I, erecting of described lower floor prefabricated panel
To the vertical distribution bar of distribution bar and described upper strata prefabricated panel in described concrete formation groove inside lap；Described overlapping
The end reinforced of floor slab back casting layer is provided with crotch and extends in described concrete formation groove；
The end face absolute altitude of the pre-erection of described laminated floor slab is less than the flank of tooth absolute altitude of described tooth slot structure II；
Formed in described concrete formation groove and the rear pouring concrete structure of laminated floor slab last layer one.
The fabricated shear wall Alveolus type attachment structure of combination laminated floor slab the most according to claim 1, its feature exists
In, the pre-erection of described laminated floor slab rides over the width on described lower floor prefabricated panel not less than 15mm.
The fabricated shear wall Alveolus type attachment structure of combination laminated floor slab the most according to claim 1, its feature exists
In, it being provided with contiguous block with the end of the described described horizontal anchor rib being connected end plate contact, described contiguous block is corresponding to be connect
The described connection end plate touched is connected by bolt II.
The fabricated shear wall Alveolus type attachment structure of combination laminated floor slab the most according to claim 1, its feature exists
In, the end of the described horizontal anchor rib of the vertical distribution bar square crossing with described lower floor prefabricated panel is provided with round metal
Head.
The fabricated shear wall Alveolus type attachment structure of combination laminated floor slab the most according to claim 1, its feature exists
In, the upper end of described H profile steel is provided with anchor bar II, and described anchor bar II is embedded in the prefabricated panel of described upper strata；
The lower end of described connecting lateral plate is provided with anchor bar I, and described anchor bar I is embedded in described lower floor prefabricated panel.
The fabricated shear wall Alveolus type attachment structure of combination laminated floor slab the most according to claim 1, its feature exists
In, the groove of described tooth slot structure I is than the groove depth of described tooth slot structure II, and the bottom land absolute altitude of described tooth slot structure II is with described
The end face absolute altitude of laminated floor slab is identical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620334662.7U CN205604473U (en) | 2016-04-20 | 2016-04-20 | Assembled shear force wall tooth's socket formula connection structure who combines coincide floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620334662.7U CN205604473U (en) | 2016-04-20 | 2016-04-20 | Assembled shear force wall tooth's socket formula connection structure who combines coincide floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205604473U true CN205604473U (en) | 2016-09-28 |
Family
ID=56973710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620334662.7U Expired - Fee Related CN205604473U (en) | 2016-04-20 | 2016-04-20 | Assembled shear force wall tooth's socket formula connection structure who combines coincide floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205604473U (en) |
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756202A (en) * | 2016-04-20 | 2016-07-13 | 天津大学建筑设计研究院 | Tooth groove type connection structure of assembled shear wall in combination with superimposed floor slab |
| CN106284836A (en) * | 2016-10-28 | 2017-01-04 | 南通联泷建筑材料有限公司 | A kind of wallboard spells steel attachment structure with the vertical dry of wallboard |
| CN106677353A (en) * | 2017-01-17 | 2017-05-17 | 北京工业大学 | Double-column and double-beam connection device of assembly type steel structure |
| CN106759860A (en) * | 2017-01-17 | 2017-05-31 | 北京工业大学 | A kind of pillar joint connection of assembling type steel structure system |
| CN106812214A (en) * | 2017-01-17 | 2017-06-09 | 北京工业大学 | A kind of assembling type steel structure beam column node connection device |
| CN106836475A (en) * | 2017-01-17 | 2017-06-13 | 北京工业大学 | Modular many high level assembling type steel structure systems |
| CN106836508A (en) * | 2017-01-12 | 2017-06-13 | 江苏工程职业技术学院 | A kind of prefabricated assembled board wall I-steel bolt joint construction technology |
| CN106854899A (en) * | 2017-01-18 | 2017-06-16 | 黄坤坤 | Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure |
| CN107299699A (en) * | 2017-06-26 | 2017-10-27 | 东南大学 | Assembled cavity shear wall horizontal joint Alveolus type dry type attachment structure |
| CN107938856A (en) * | 2017-12-29 | 2018-04-20 | 三筑工科技有限公司 | Walling system |
| CN109372155A (en) * | 2018-06-26 | 2019-02-22 | 清华大学 | A kind of construction that precast concrete shear wall vertically connects and construction method |
| CN111002462A (en) * | 2019-07-19 | 2020-04-14 | 中国二十冶集团有限公司 | Processing method of reinforcing through-length steel bar at bottom of prefabricated overlapped wallboard |
| CN111197315A (en) * | 2020-02-24 | 2020-05-26 | 中铁第六勘察设计院集团有限公司 | Composite column structure for subway station and construction method |
| CN113006316A (en) * | 2021-03-03 | 2021-06-22 | 曙光装配式建筑科技（浙江）有限公司 | Longitudinal rib superposed shear wall and construction method thereof |
| CN113404190A (en) * | 2021-05-20 | 2021-09-17 | 上海建工二建集团有限公司 | Self-supporting double-sided superposed shear wall and construction method |
| CN113431223A (en) * | 2021-07-01 | 2021-09-24 | 重庆大学 | I-shaped clamping groove type composite shear wall and splicing method thereof |
| CN114045958A (en) * | 2021-11-29 | 2022-02-15 | 江苏科技大学 | Synchronous grouting tooth socket applied to fabricated shear wall and construction method thereof |
-
2016
- 2016-04-20 CN CN201620334662.7U patent/CN205604473U/en not_active Expired - Fee Related
Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756202A (en) * | 2016-04-20 | 2016-07-13 | 天津大学建筑设计研究院 | Tooth groove type connection structure of assembled shear wall in combination with superimposed floor slab |
| CN106284836A (en) * | 2016-10-28 | 2017-01-04 | 南通联泷建筑材料有限公司 | A kind of wallboard spells steel attachment structure with the vertical dry of wallboard |
| CN106836508A (en) * | 2017-01-12 | 2017-06-13 | 江苏工程职业技术学院 | A kind of prefabricated assembled board wall I-steel bolt joint construction technology |
| CN106759860A (en) * | 2017-01-17 | 2017-05-31 | 北京工业大学 | A kind of pillar joint connection of assembling type steel structure system |
| CN106812214A (en) * | 2017-01-17 | 2017-06-09 | 北京工业大学 | A kind of assembling type steel structure beam column node connection device |
| CN106836475A (en) * | 2017-01-17 | 2017-06-13 | 北京工业大学 | Modular many high level assembling type steel structure systems |
| CN106677353A (en) * | 2017-01-17 | 2017-05-17 | 北京工业大学 | Double-column and double-beam connection device of assembly type steel structure |
| CN106812214B (en) * | 2017-01-17 | 2019-04-19 | 北京工业大学 | A kind of assembling type steel structure beam column node connection device |
| CN106854899A (en) * | 2017-01-18 | 2017-06-16 | 黄坤坤 | Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure |
| CN107299699A (en) * | 2017-06-26 | 2017-10-27 | 东南大学 | Assembled cavity shear wall horizontal joint Alveolus type dry type attachment structure |
| CN107299699B (en) * | 2017-06-26 | 2019-05-21 | 东南大学 | Assembled cavity shear wall horizontal joint Alveolus type dry type connection structure |
| CN107938856B (en) * | 2017-12-29 | 2023-10-27 | 三一筑工科技股份有限公司 | wall system |
| CN107938856A (en) * | 2017-12-29 | 2018-04-20 | 三筑工科技有限公司 | Walling system |
| CN109372155A (en) * | 2018-06-26 | 2019-02-22 | 清华大学 | A kind of construction that precast concrete shear wall vertically connects and construction method |
| CN111002462A (en) * | 2019-07-19 | 2020-04-14 | 中国二十冶集团有限公司 | Processing method of reinforcing through-length steel bar at bottom of prefabricated overlapped wallboard |
| CN111197315A (en) * | 2020-02-24 | 2020-05-26 | 中铁第六勘察设计院集团有限公司 | Composite column structure for subway station and construction method |
| CN113006316A (en) * | 2021-03-03 | 2021-06-22 | 曙光装配式建筑科技（浙江）有限公司 | Longitudinal rib superposed shear wall and construction method thereof |
| CN113404190A (en) * | 2021-05-20 | 2021-09-17 | 上海建工二建集团有限公司 | Self-supporting double-sided superposed shear wall and construction method |
| CN113431223A (en) * | 2021-07-01 | 2021-09-24 | 重庆大学 | I-shaped clamping groove type composite shear wall and splicing method thereof |
| CN114045958A (en) * | 2021-11-29 | 2022-02-15 | 江苏科技大学 | Synchronous grouting tooth socket applied to fabricated shear wall and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205604473U (en) | Assembled shear force wall tooth's socket formula connection structure who combines coincide floor | |
| CN105756202A (en) | Tooth groove type connection structure of assembled shear wall in combination with superimposed floor slab | |
| CN105926766B (en) | Fabricated shear wall Alveolus type attachment structure assembly engineering method | |
| CN203834739U (en) | End steel board connection, positioning and assembly type shear wall structure | |
| CN209384451U (en) | A kind of shear wall connection structure convenient for splicing | |
| CN205444475U (en) | Prefab and basic connected node | |
| CN108049633A (en) | A kind of precast concrete concrete frame joint construction method | |
| CN205917838U (en) | Balcony board installation node | |
| CN206034631U (en) | Connected node of wallboard and floor | |
| CN206815666U (en) | A kind of connecting node of multilayer wallboard and wallboard and floor | |
| CN207003634U (en) | A kind of balcony slab installs node | |
| CN207228322U (en) | A kind of combined member of assembling frame structure and wallboard | |
| CN110145023A (en) | A kind of prefabricated assembled concrete rectangle beam-column connection | |
| CN207348095U (en) | The special bearing diagonal component of piping lane | |
| CN105220792A (en) | A kind of prefabricated concealed bracings energy-consuming shear wall and assemble method thereof | |
| CN107130715A (en) | Teeth groove is poured after a kind of to be linked and packed the construction method of formula building roof system | |
| CN207003673U (en) | A kind of connecting node of beam and wallboard | |
| CN208088613U (en) | A kind of Prefabricated stacking floor | |
| CN207525933U (en) | A kind of steel plate combined shear wall splices node | |
| CN206829461U (en) | After pour teeth groove and be linked and packed formula precast slab | |
| CN206815539U (en) | A kind of connecting node of wallboard and beam | |
| CN110055997A (en) | A kind of prefabricated assembled cantilever retaining wall using grouting anchor connection mode | |
| CN206128281U (en) | Balcony board installation node | |
| CN206070796U (en) | A kind of vertical attachment means of prefabricated assembled shear wall slab | |
| CN207228318U (en) | A kind of low layer assembling frame bean column node |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160928 Termination date: 20210420 |