CN207553287U - A kind of sill bolt plate precast wall body and its connecting node with laminated floor slab - Google Patents
A kind of sill bolt plate precast wall body and its connecting node with laminated floor slab Download PDFInfo
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- CN207553287U CN207553287U CN201721496541.3U CN201721496541U CN207553287U CN 207553287 U CN207553287 U CN 207553287U CN 201721496541 U CN201721496541 U CN 201721496541U CN 207553287 U CN207553287 U CN 207553287U
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- sill bolt
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Abstract
The utility model discloses a kind of sill bolt plate precast wall body and its connecting node with laminated floor slab, wherein sill bolt plate precast wall body includes dry wall ontology, the dry wall ontology includes dry wall and composite beam, the composite beam includes beam prefabricated layer and the beam in-situ layer being arranged on above beam prefabricated layer, the beam prefabricated layer is located above dry wall, it is and pre-formed with dry wall integral type, folding shape tongue and groove is provided with above the beam in-situ layer, and the overhanging anchor bar for stretching into precast floor slab is extended with from beam in-situ layer top.The precast wall body has the characteristics that simple in structure, easy for installation and structural strength is high；The structure of integral type can reduce gap and splice advantageous waterproof and can reduce site operation number, accelerate construction progress；Dry wall ontology can be quickly and easily installed in place, and had the advantages that installation strength is high, installs accurate positioning and be less prone to deviation.
Description
Technical field
The invention belongs to assembled architecture and its construction field, more particularly, to a kind of sill bolt plate precast wall body and its with folding
Close the connecting node of floor.
Background technology
In construction, in assembled architecture construction, prefabricated components generally use the site-assembled work of prefabrication
Skill flow, main prefabricated components mainly include out-hung panel, composite beam and laminated floor slab etc., installation method and component
Structure design directly affects the structural strength and heat-insulating property of whole building, and existing precast beam is separately pre- with prefabricated panel
Type is made, will be hung on outside prefabricated panel on the outside of beam when then assembling, and installing at the scene, not only site operation is cumbersome, easily
There is the problem of installation accuracy is low and second-rate, and because there are be susceptible to drainage during piece.
Invention content
The technical problem to be solved by the present invention is to：A kind of sill bolt plate precast wall body is overcome the deficiencies of the prior art and provide, it should
Precast wall body has the characteristics that simple in structure, easy for installation and structural strength is high；The structure of integral type can reduce gap spelling
It is connected to sharp waterproof and site operation number can be reduced, accelerate construction progress；Dry wall ontology can be installed quickly and easily
In place, and have the advantages that installation strength height, installation accurate positioning are less prone to deviation.
The technical solution adopted by the present invention to solve the technical problems is：A kind of sill bolt plate precast wall body, including dry wall
Ontology, the dry wall ontology include dry wall and composite beam, and the composite beam includes beam prefabricated layer and is arranged on beam prefabricated layer
The beam in-situ layer of top, the beam prefabricated layer are located above dry wall, and pre-formed with dry wall integral type.
In said program, prefabrication together with composite beam and dry wall is molded as one formula structure, there is structure
Simply, the characteristics of intensity is high, the structure of integral type can reduce gap splicing, advantageous waterproof, and can reduce site operation
Number accelerates construction progress.
Further, folding shape tongue and groove is provided with above the beam in-situ layer, the folding shape tongue and groove includes be sequentially connected first
Outside horizontal sides, internal bevel edge and the second outside horizontal sides, the height of first outside horizontal sides are horizontal higher than the second outside
Side, and first outside horizontal sides are located on the inside of beam in-situ layer.It is connected on the inside of beam in-situ layer with floor, and sets low inside and high outside
Folding shape tongue and groove, the water of wall outer side can be effectively prevent to enter on the inside of wall.
Further, the beam in-situ layer top is extended with overhanging anchor bar.Overhanging anchor bar can be placed directly within floor
In in-situ layer or it is placed in floor in-situ layer and is bound with inner steel bar.
Further, the stirrup for stretching into dry wall is provided on the beam prefabricated layer, is provided on the stirrup pre- positioned at beam
The tension rib of preparative layer lower end.By setting stirrup that can improve the bonding strength between beam prefabricated layer and dry wall, and set
Tension rib can ensure the stability of stirrup and beam prefabricated layer.
Further, the stirrup stretches into the length of dry wall not less than 400mm.Stirrup built-in length is too short, can cause pre-
The bonding strength of wall and composite beam processed is inadequate.
Further, the dry wall is sandwich dry wall, the outer impeller of the sandwich dry wall, insulating layer and interior impeller, institute
It states and is connected between outer impeller, interior impeller and insulating layer by anchor connector.The wallboard of interlayer structure has simple in structure, quality
The characteristics of light and stable structure, the installation in later stage was both facilitated to connect, and improved building globality and intensity, also improve indirectly
Speed of application.
Further, anchor connector includes fixture for heat insulating layer and the interior impeller for being separately positioned on fixture for heat insulating layer both sides
Fixing piece and outer impeller fixing piece, the fixture for heat insulating layer are set in insulating layer, interior impeller fixing piece and outer impeller fixing piece
It is separately positioned in interior impeller and outer impeller.
Further, the fixture for heat insulating layer side is provided with positioning convex ring.
Further, it is provided with male-tapered slot on the interior impeller fixing piece and outer impeller fixing piece.
Further, setting rubber drainage hole above the outer impeller.
Further, it is provided with waterproof bed course above the interior impeller.By setting waterproof bed course that can prevent from subsequently pouring
When building, the spillage in occurred level direction.
The present invention also provides the connecting node of a kind of sill bolt plate precast wall body and laminated floor slab, the connecting node includes upper
State sill bolt plate precast wall body；The connecting node further includes the laminated floor slab being overlapped on composite beam, and the laminated floor slab includes
Floor preformed layer and the floor in-situ layer above floor preformed layer；The beam in-situ layer top is extended with anchor connection steel
Muscle, described anchor connection reinforcing bar one end are placed in beam in-situ layer, and other end stretching is placed in floor in-situ layer.
A kind of advantageous effect of out-hung panel of the present invention：Prefabricated panel provided by the invention has simple in structure, installation side
Just the characteristics of and structural strength is high；The structure of integral type can reduce gap and splice advantageous waterproof and can reduce scene
Construction times accelerate construction progress；Dry wall ontology can be quickly and easily installed in place, and with installation strength height, peace
The advantages of dress accurate positioning is less prone to deviation.
Description of the drawings
Fig. 1 is a kind of mounting structure schematic diagram of sill bolt plate precast wall body of the present invention；
Fig. 2 is the connecting node schematic diagram of dry wall and composite beam in the present invention；
Fig. 3 is the structure diagram of overhanging anchor connector in Fig. 1.
In figure：1-dry wall, 11-outer impeller, 12-insulating layer, 13-interior impeller, 14-anchor connector, 141-
Outer impeller fixing piece, 142-fixture for heat insulating layer, 143-positioning convex ring, 144-interior impeller fixing piece；2-composite beam, 21-
Beam prefabricated layer, 22-beam in-situ layer, 23-overhanging anchor bar, 24-tension rib, 25-stirrup；3-rubber drainage part, 4-
Folds tongue and groove, the 41-the second outside horizontal sides, 42-inside bevel edge, the 43-the first outside horizontal sides；5-waterproof bed course, 6-folded
Close floor, 61-floor preformed layer, 62-floor in-situ layer；
Specific embodiment
The invention will be further described with reference to the accompanying drawings and embodiments.
With reference to attached drawing：A kind of sill bolt plate precast wall body, including dry wall ontology, the dry wall ontology includes dry wall 1
With composite beam 2, the composite beam 2 includes beam prefabricated layer 21 and the beam in-situ layer 22 for being arranged on beam prefabricated 21 top of layer, the beam
Preformed layer 21 is located at 1 top of dry wall, and pre-formed with 1 integral type of dry wall.
In said program, prefabrication together with composite beam 2 and dry wall 1 is molded as one formula structure, there is knot
The characteristics of structure is simple, intensity is high, the structure of integral type can reduce gap splicing, advantageous waterproof, and can the scene of reducing apply
Work number, accelerates construction progress.
22 top of beam in-situ layer is provided with folding shape tongue and groove 4, and the folding shape tongue and groove 4 includes the be sequentially connected first outside
Horizontal sides 43,42 and second outside horizontal sides 41 of internal bevel edge, the height of first outside horizontal sides 43 is higher than the second outside
Horizontal sides 41, and first outside horizontal sides 43 are located at 22 inside of beam in-situ layer.22 inside of beam in-situ layer is connected with floor, and
Low inside and high outside folding shape tongue and groove 4 is set, the water of wall outer side can be effectively prevent to enter on the inside of wall.
22 top of beam in-situ layer is extended with overhanging anchor bar 23.Overhanging anchor bar 23 can be placed directly within floor and show
It pours in layer 62 or is placed in floor in-situ layer 62 and bound with inner steel bar.The setting of overhanging anchor bar 23 can be bright
The aobvious bonding strength for improving composite beam 2 and laminated floor slab 6.
The stirrup 25 for stretching into dry wall 1 is provided on the beam prefabricated layer 21, is provided on the stirrup 25 pre- positioned at beam
The tension rib 24 of 21 lower end of preparative layer.By setting stirrup 25 that can improve the bonding strength between beam prefabricated layer 21 and dry wall 1,
And set tension rib 24 that can ensure the stability of stirrup 25 and beam prefabricated layer 21.
The dry wall 1 be sandwich dry wall 1, the sandwich 1 outer impeller 11 of dry wall, insulating layer 12 and interior impeller 13,
It is connected between the outer impeller 11, interior impeller 13 and insulating layer 12 by anchor connector 14.The wallboard of interlayer structure has knot
Structure is simple, light weight and the characteristics of stable structure, and the installation in later stage had both been facilitated connect, raising building globality and intensity,
Also speed of application is improved indirectly.
Anchor connector 14 includes fixture for heat insulating layer 142 and the internal lobe for being separately positioned on 142 both sides of fixture for heat insulating layer
Plate fixing piece 144 and outer impeller fixing piece 141, the fixture for heat insulating layer 142 are set in insulating layer 12, interior impeller fixing piece
144 and outer impeller fixing piece 141 be separately positioned in interior impeller 13 and outer impeller 11.The wallboard of interlayer structure has structure letter
The characteristics of single, light weight and stable structure, the installation in later stage had both been facilitated connect, raising building globality and intensity, also between
Ground connection improves speed of application.
142 side of fixture for heat insulating layer is provided with positioning convex ring 143.Positioning convex ring 143 can fix insulating layer
Part 142 is locked on insulating layer 12, will not be slid in insulating layer 12.
Male-tapered slot is provided on the interior impeller fixing piece 144 and outer impeller fixing piece 141.Male-tapered slot can improve
Interior impeller fixing piece 144 and outer impeller fixing piece 141 and interior impeller 13 and the connective stability of outer impeller 11.
The 11 top setting rubber drainage hole of outer impeller.Rubber drainage part 3 has certain elasticity, can ensure rubber
Gap is not present among drainage element 3 and impeller 11 outside upper strata and the outer impeller 11 of internal layer, water within the walls can only be from rubber drainage part 3
Outflow is without flowing in wallboard.
13 top of interior impeller is provided with waterproof bed course 5.By setting waterproof bed course 5 that can prevent from subsequently pouring
When, the spillage in occurred level direction.
The present invention also provides the connecting node of a kind of sill bolt plate precast wall body and laminated floor slab, the connecting node includes upper
State sill bolt plate precast wall body；The connecting node further includes the laminated floor slab 6 being overlapped on composite beam 2, and the laminated floor slab 6 wraps
Include floor preformed layer 61 and the floor in-situ layer 62 above floor preformed layer 61；22 top of beam in-situ layer is extended with anchor
Reinforcing bar 23 is solidly connected, described 23 one end of anchor connection reinforcing bar is placed in 22 in beam in-situ layer, and other end stretching is placed in floor in-situ layer
In 62.
The concrete construction method of the connecting node of above-mentioned sill bolt plate precast wall body and laminated floor slab is as follows：
1）By composite beam 2 and 1 assembly and connection of dry wall into dry wall ontology in factory；
2）Dry wall ontology is lifted and navigated to predeterminated position；
3）Lifting laminated floor slab 6 is simultaneously located at 2 on composite beam；
4）Overhanging anchor bar 23 is stretched into the floor in-situ layer 62 of laminated floor slab 6；
5）To 62 casting concrete of beam in-situ layer 22 and floor in-situ layer, construction is completed after maintenance molding.
Obviously, various changes and modifications can be made to the invention without departing from essence of the invention by those skilled in the art
God and range.In this way, if these modifications and changes of the present invention belongs to the range of the claims in the present invention and its equivalent technology
Within, then the present invention is also intended to include these modifications and variations.
Claims (9)
1. a kind of sill bolt plate precast wall body, it is characterised in that：Including dry wall ontology, the dry wall ontology include dry wall and
Composite beam, the composite beam include beam prefabricated layer and the beam in-situ layer being arranged on above beam prefabricated layer, and the beam prefabricated layer is located at
Above dry wall, and it is pre-formed with dry wall integral type.
2. sill bolt plate precast wall body as described in claim 1, it is characterised in that：Folding shape enterprise is provided with above the beam in-situ layer
Mouthful, the folding shape tongue and groove includes the first outside horizontal sides being sequentially connected, internal bevel edge and the second outside horizontal sides, and described first
The height of outside horizontal sides is higher than the second outside horizontal sides, and first outside horizontal sides are located on the inside of beam in-situ layer.
3. sill bolt plate precast wall body as described in claim 1, it is characterised in that：The beam in-situ layer top is extended with overhanging anchoring
Reinforcing bar.
4. sill bolt plate precast wall body as described in claim 1, it is characterised in that：It is embedded on the beam prefabricated layer and stretches into dry wall
Stirrup, be provided with the tension rib positioned at beam prefabricated layer lower end on the stirrup.
5. sill bolt plate precast wall body as claimed in claim 4, it is characterised in that：The length that the stirrup stretches into dry wall is not less than
400mm。
6. the sill bolt plate precast wall body as described in claim 1 ~ 4 any one, it is characterised in that：The dry wall is sandwich prefabricated
Wall, the sandwich dry wall include the outer impeller, insulating layer and the interior impeller that are sequentially connected, the outer impeller, interior impeller and heat preservation
It is connected between layer by anchor connector.
7. sill bolt plate precast wall body as claimed in claim 6, it is characterised in that：Anchor connector includes fixture for heat insulating layer and divides
It is not arranged on the interior impeller fixing piece of fixture for heat insulating layer both sides and outer impeller fixing piece, the fixture for heat insulating layer setting heat preservation
In layer, interior impeller fixing piece and outer impeller fixing piece are separately positioned in interior impeller and outer impeller；The fixture for heat insulating layer one
Side is provided with positioning convex ring；Male-tapered slot is provided on the interior impeller fixing piece and outer impeller fixing piece.
8. sill bolt plate precast wall body as claimed in claim 6, it is characterised in that：Setting rubber drainage hole above the outer impeller,
Waterproof bed course is provided with above the interior impeller.
9. a kind of connecting node of sill bolt plate precast wall body and laminated floor slab, it is characterised in that：It is arbitrary including such as claim 1 ~ 8
Sill bolt plate precast wall body described in one；The connecting node further includes the laminated floor slab being overlapped on composite beam, the overlapping
Floor includes floor preformed layer and the floor in-situ layer above floor preformed layer；The beam in-situ layer top is extended with anchoring
Reinforcing bar is connected, described anchor connection reinforcing bar one end is placed in beam in-situ layer, and other end stretching is placed in floor in-situ layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721496541.3U CN207553287U (en) | 2017-11-10 | 2017-11-10 | A kind of sill bolt plate precast wall body and its connecting node with laminated floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721496541.3U CN207553287U (en) | 2017-11-10 | 2017-11-10 | A kind of sill bolt plate precast wall body and its connecting node with laminated floor slab |
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| Publication Number | Publication Date |
|---|---|
| CN207553287U true CN207553287U (en) | 2018-06-29 |
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| CN201721496541.3U Active CN207553287U (en) | 2017-11-10 | 2017-11-10 | A kind of sill bolt plate precast wall body and its connecting node with laminated floor slab |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859164A (en) * | 2017-11-10 | 2018-03-30 | 湘潭远大住宅工业有限公司 | A kind of sill bolt plate precast wall body and its construction method |
| CN110565816A (en) * | 2019-09-26 | 2019-12-13 | 郴州远大住宅工业有限公司 | Connecting joint of external wall panel and construction method thereof |
| CN114135020A (en) * | 2021-12-03 | 2022-03-04 | 广东二十冶建设有限公司 | External wall device and construction method |
-
2017
- 2017-11-10 CN CN201721496541.3U patent/CN207553287U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859164A (en) * | 2017-11-10 | 2018-03-30 | 湘潭远大住宅工业有限公司 | A kind of sill bolt plate precast wall body and its construction method |
| CN110565816A (en) * | 2019-09-26 | 2019-12-13 | 郴州远大住宅工业有限公司 | Connecting joint of external wall panel and construction method thereof |
| CN114135020A (en) * | 2021-12-03 | 2022-03-04 | 广东二十冶建设有限公司 | External wall device and construction method |
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