CN209243965U - A kind of assembly node of Side fascia and floor - Google Patents
A kind of assembly node of Side fascia and floor Download PDFInfo
- Publication number
- CN209243965U CN209243965U CN201821606149.4U CN201821606149U CN209243965U CN 209243965 U CN209243965 U CN 209243965U CN 201821606149 U CN201821606149 U CN 201821606149U CN 209243965 U CN209243965 U CN 209243965U
- Authority
- CN
- China
- Prior art keywords
- side fascia
- lower side
- sleeve
- upper side
- fascia
- 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
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to the assembly nodes of a kind of Side fascia and floor, including precast floor slab, template component, upper Side fascia and lower Side fascia, upper Side fascia, lower Side fascia and floor, which enclose to constitute, pours chamber, upper Side fascia, lower Side fascia, precast floor slab is equipped with anchor rib, template component includes to drawing device, stencil body, two pieces of stencil bodies are separately positioned on the both ends for pouring chamber and are resisted against the plate side of Side fascia and lower Side fascia, it include sleeve to drawing device, first sleeve, second casing, first screw rod and the second screw rod, first sleeve and the second casing are respectively sleeved at the both ends of sleeve, first sleeve and the second casing are respectively held against the inner sidewall of two pieces of stencil bodies far from one end of casing, first screw rod and the second screw rod are worn first sleeve and the second casing are each passed through after connecing stencil body after with sleeve connection, pour intracavitary pour There is concrete, anchor rib is anchored in concrete.The utility model stabilized structure, construction efficiency are high, and anti-seismic performance is good, cost savings.
Description
Technical field
The utility model belongs to technical field of building construction, and in particular to a kind of assembly node of Side fascia and floor.
Background technique
In assembled architecture industry, Side fascia carries out the factorial production by the way of prefabricated, then on-site assembly, thus
It is able to achieve standardization, and quality controllable, efficient quick.Currently, mostly use shear wall structure as external wall panel structure system, but
It is that the external wall panel structure system productivity of shear wall structure is lower, manually puts into larger, the labor intensity of worker is larger.It is existing
In technology, in the installation process of Side fascia, usually there are two types of methods, and one is wet process connections, by being embedded in Side fascia
Connection reinforcing bar upper section protrudes into the in-situ layer on composite beam top, carries out cast-in-place concrete and is fixedly connected, this simple is connected with reinforcing bar
The mode connect built on the sand, and is also easy to produce error, offset in building concrete construction, and later period installation is not easy to correct；It is another
Kind of mode is connected using dry method, buried in Side fascia longer dowel or and grout sleeve, connected after docking using grouting
Mode, this mode is shorter with respect to the duration, but installs inconvenience, and in design, built-in fitting carries out pre-buried according to preset space length,
It asks design size very accurate, is otherwise difficult to dock success, once not docking, not only time-consuming work consuming, or even cause Side fascia
It can not mount, cause to waste, in addition not can guarantee the saturation degree of grout sleeve grouting material in actual mechanical process, be easy to cause knot
Tender spots on structure reduces its anti-seismic performance, leads to security risk.
In conclusion it is high to need to develop a kind of stabilized structure, construction efficiency, the antidetonation of wallboard structural system can be effectively improved
The assembly node of performance, the Side fascia of cost savings and floor.
Utility model content
The purpose of this utility model is that develop a kind of stabilized structure, construction efficiency high, can effectively improve wallboard structural system
Anti-seismic performance, the Side fascia of cost savings and the assembly node of floor.
Above-mentioned purpose is to be achieved through the following technical solutions: a kind of assembly node of Side fascia and floor, including prefabricated building
Plate, template component and upper Side fascia setting up and down and lower Side fascia, the inside of the upper Side fascia is equipped with notch, described pre-
Floor processed is overlapped on the lower Side fascia, and the outside and inside of the upper Side fascia are overlapped on lower Side fascia and prefabricated building respectively
On plate, the upper Side fascia, lower Side fascia and floor, which enclose to constitute, pours chamber, the upper Side fascia, lower Side fascia, precast floor slab
Be equipped with anchor rib, the anchor rib all extend to it is described pour intracavitary, the template component includes to drawing device and at least
Two pieces of stencil bodies relatively disposed in parallel, two pieces of stencil bodies, which are separately positioned on, described to be poured the both ends of chamber and is resisted against
The plate side of the upper Side fascia and lower Side fascia, described includes sleeve, first sleeve, the second casing, the first screw rod to drawing device
With the second screw rod, the first sleeve, the second casing and sleeve setting pour intracavitary, the first sleeve and second set described
Pipe is respectively sleeved at the both ends of the sleeve, and the first sleeve and the second casing are respectively held against described two far from one end of casing
The inner sidewall of block stencil body, the both ends open of described sleeve pipe are simultaneously equipped with internal screw thread, and first screw rod and the second screw rod are worn and connect
Divide after being each passed through first sleeve and the second casing after stencil body with the sleeve connection, first screw rod and the second screw rod
Not She You fastening nut, fastening nut setting pours outside chamber and fastened so that the fixed envelope of two pieces of stencil bodies described
It is stifled to pour chamber, it is described pour it is intracavitary poured concrete, the anchor rib is anchored in the concrete.
During concrete application, the notch of upper Side fascia is just preset in prefabrication process, in assembling process, under first lifting
Side fascia, then hoisting prefabricated floor, precast floor slab is overlapped on lower Side fascia, then lift Side fascia, so that on described
The outside and inside of Side fascia are overlapped on respectively on lower Side fascia and precast floor slab, then formwork, the first screw rod and the second screw rod
It wears after being each passed through first sleeve and the second casing after connecing stencil body with the sleeve connection, is carried out using fastening nut tight
So that it is close to the plate side of upper Side fascia and lower Side fascia Gu compressing stencil body, enable stencil body effectively bear to pour it is mixed
The solidifying native lateral pressure generated in the process simultaneously guarantees spacing between stencil body, then straight from pouring hole to intracavitary casting concrete is poured
It is overflowed to concrete slurry from excessive slurry notch, anchor rib is anchored in concrete, and concealed beam is formed after concrete setting, and concealed beam will be upper
Side fascia, lower Side fascia connect integral with precast floor slab, when form removal, reversely unscrew nut, turn screw rod simultaneously
It exits outward, screw rod is extracted out from casing, smoothly realize that the body of rod is separated with concrete bodies, the first screw rod and the second screw rod can be with
Recycling.
The utility model be different from the prior art it is middle using grout sleeve connection by the way of, easy construction strengthens connection
The globality of node is conducive to the conduction of power between wallboard and floor, while the shock resistance of reinforced wallboard structural system, can
It is effectively prevent the appearance of connecting node tender spots, prevents security risk.
The splicing seams of the two are carried out in addition, pouring concealed beam after being formed between Side fascia and lower Side fascia on the utility model
Envelope solves the waterproof problem of Side fascia, improves the construction quality of assembled architecture.It can effectively shorten sleeve in assembling process
Length, save material, while being conducive to the disassembly of screw rod, screw rod is reusable, save the cost.Certainly, described sleeve pipe
Diameter should be moderate, can neither be too small, causes screw rod to be not easily taken out after such casting concrete, can not be too big, causes cast-in-place
Biggish cavity is left in layer.
Further technical solution is that the stencil body bottom is equipped with collet, and the collet includes supporting element, the branch
Support member is equipped with reinforcing member, and the supporting element includes at least first side and second side, the first side and second side
Between form corner, the bottom surface of stencil body is close in the first side top surface, and the second side is fixedly connected on template sheet
On the lower Side fascia of body bottom, the reinforcing member makes stencil body be close to lower Side fascia.So set, collet is to stencil body
Play a supporting role, while stencil body is close to lower Side fascia so that template bottom is more bonded prefabricated component, can prevent by
Vibration leads to stencil body deviation in the effect of gravity and casting process, ensures the planarization in the face that pours.
Further technical solution is, the reinforcing member include be arranged in first side wedge groove and with the wedge groove
The voussoir being used cooperatively.So set, cooperating the use of voussoir that the cushion block of stencil body lower part is close to template by wedge groove
Ontology reaches above-mentioned technical effect.
Further technical solution is that the supporting element is equipped with reinforcer, and described reinforcer one end is fixedly connected with the first side
Side, the other end are fixedly connected with second side.So set, effectively the pressure for the horizontal prefabricated component that first side is born can be passed through
Reinforcer passes to second side, is further transmitted to vertical member, that is, the bearing capacity of the utility model is significantly greatly increased.
Further technical solution is that the second side offers mounting hole.So set, being utilized certainly by mounting hole
Support device can be stably mounted on the lower Side fascia of template lower part by attacking screw fit expansion tube.
Further technical solution is that the anchor rib of the upper Side fascia and lower Side fascia is respectively to be arranged described outer
The bottom of wallboard and the top of lower Side fascia and the row's ring-shaped stirrup being arranged along its bottom surface and top surface, the ring-shaped stirrup part
It is anchored in the upper Side fascia or lower Side fascia, partially extend out to and described pour intracavitary, the upper Side fascia and lower Side fascia
On ring-shaped stirrup dislocation be set side by side, described pour intracavitary is equipped with more longitudinal ribs, the longitudinal rib and the ring-shaped stirrup
It is connected and constitutes steel reinforcement cage, the anchoring piece of the precast floor slab is the stretching muscle that the splicing side of the precast floor slab is arranged in, institute
State stretch out muscle extend to it is described pour intracavitary, the upper Side fascia or lower Side fascia are equipped with pouring hole, and the pouring hole is connected to institute
It states the side wall of Side fascia or lower Side fascia and pours chamber, the top of the splicing side of the precast floor slab is equipped with several excessive slurries and lacks
Mouthful, the excessive slurry notch will pour chamber and be connected with the external world, and described pour intracavitary has poured concrete, the reinforcing bar from pouring hole
Cage, stretching muscle are anchored in the concrete.In this way, steel reinforcement cage, stretching muscle are anchored in the concrete, after concrete setting
Formed concealed beam, concealed beam upper Side fascia, lower Side fascia connects with precast floor slab it is integral, reinforced wallboard structural system resist
Pinking can effectively prevent the appearance of connecting node tender spots, prevent security risk.It is advantageous during the setting slip casting of excessive slurry notch
The discharge of air in splicing seams, the splicing seams in guarantee between Side fascia and lower Side fascia are filled up completely closely knit, improve assembly
The construction quality of formula building.
Further technical solution is that the ring-shaped stirrup of the upper Side fascia bottom withstands the top surface of the lower Side fascia,
Ring-shaped stirrup at the top of the lower Side fascia withstands the bottom surface of the upper Side fascia, and the longitudinal rib is arranged in the ring-shaped stirrup
Corner.So set, ring-shaped stirrup can play the role of supporting upper Side fascia to a certain extent when upper Side fascia dropping place, avoid
It is damaged after upper Side fascia local pressure.
Further technical solution is the stitching section and precast floor slab of the upper Side fascia and lower Side fascia and lower exterior wall
The stitching section of plate is equipped with sealing element.So set, can effectively prevent pouring has slurries along upper outer in intracavitary concreting process
The splicing seams of wallboard and lower Side fascia leak.
Further technical solution is that the sealing element is prepared by elastic material, and adhesive is coated on the sealing element
Or it is equipped with double-sided adhesive.It is fixed on lower Side fascia so set, being conducive to sealing element, avoids sealing during cornice sheathing dropping place
Part position changes, to influence the leakproofness of sealing element, while the sealing element of elasticity can play certain buffer function, prevents
It is only knocked when prefabricated component dropping place bad.
Further technical solution is that the pouring hole is hollow hole or pre-buried hollow bushing.The hollow hole wallboard
Prefabrication process in core pulling formed, pouring hole is preferably formed by way of pre-buried hollow bushing, form it is more easy.
Further technical solution is that at least one blind hole is equipped at the top of the wainscot sheathing.So set, in the mistake of slip casting
Cheng Zhong is perfused with concrete slurry in the blind hole, in this way, connecting on concrete and lower external wall panel structure more secured.
Further technical solution is that the top surface of the bottom surface of the upper Side fascia and lower Side fascia is rough surface.So set
It sets, concrete connect even closer with the top of the bottom of upper Side fascia and lower Side fascia.
Further technical solution is that the outside of the splicing seams of the upper Side fascia and lower Side fascia is equipped with waterproof adhesive tape.
In this way, improving waterproof effect.
Detailed description of the invention
The attached drawing for constituting a part of the utility model is used to provide a further understanding of the present invention, this is practical new
The illustrative embodiments and their description of type are not constituteed improper limits to the present invention for explaining the utility model.
Fig. 1 is the structural representation of the assembly node of Side fascia involved in a kind of embodiment of the utility model and floor
Figure；
Fig. 2 is that the cross-section structure of the assembly node of Side fascia involved in a kind of embodiment of the utility model and floor shows
It is intended to；
Fig. 3 is that the assembly node of Side fascia and floor involved in a kind of embodiment of the utility model is poured and intracavitary do not poured
The schematic diagram of the section structure before building concrete；
Fig. 4 is the structural schematic diagram of upper Side fascia involved in a kind of embodiment of the utility model；
Fig. 5 is template component mounting structure schematic diagram involved in a kind of embodiment of the utility model；
Fig. 6 is the partial structural diagram involved in a kind of embodiment of the utility model to drawing device；
Fig. 7 is the structural schematic diagram of collet involved in a kind of embodiment of the utility model.
In figure:
Lower 3 ring-shaped stirrup of Side fascia, 4 notch of Side fascia 2 on 1
5 stretch out 6 longitudinal rib of muscle, 7 pouring hole, 8 precast floor slab
9, which overflow, starches 10 concealed beam of notch, 11 sealing element, 12 waterproof adhesive tape
13 stencil body, 14 sleeve, 15 first sleeve, 16 second casing
17 first 18 second screw rod of screw rod, 19 collet, 20 fastening nut
21 first side, 22 second side, 23 corner, 24 voussoir
25 wedge groove, 26 reinforcer 27 pours chamber
Specific embodiment
The utility model is described in detail with reference to the accompanying drawing, the description of this part be only it is exemplary and explanatory,
There should not be any restriction effect to the protection scope of the utility model.In addition, those skilled in the art's retouching according to this document
It states, the corresponding combination can be carried out to the feature in embodiment in this document and in different embodiments.
The utility model embodiment is as follows, such as Fig. 1~6, a kind of assembly node of Side fascia and floor, including precast floor slab
8, the inside of template component and upper Side fascia 1 setting up and down and lower Side fascia 2, the upper Side fascia 1 is equipped with notch 4, institute
It states precast floor slab 8 to be overlapped on the lower Side fascia 2, the outside and inside of the upper Side fascia 1 are overlapped on lower Side fascia 2 respectively
On precast floor slab 8, the upper Side fascia 1, lower Side fascia 2 and floor, which enclose to constitute, pours chamber 27, the upper Side fascia 1, under
Side fascia 2, precast floor slab are equipped with anchor rib, the anchor rib all extend to it is described pour in chamber 27, the template component packet
It includes to drawing device and at least two pieces stencil bodies 13 relatively disposed in parallel, two pieces of stencil bodies 13 is separately positioned on institute
It states the both ends for pouring chamber 27 and is resisted against the plate side of the upper Side fascia 1 and lower Side fascia 2, described includes sleeve to drawing device
14, first sleeve 15, the second casing 16, the first screw rod 17 and the second screw rod 18, the first sleeve 15, the second casing 16 and set
14 setting of cylinder pours in chamber 27 described, and the first sleeve 15 and the second casing 16 are respectively sleeved at the two of the sleeve 14
End, the first sleeve 15 and the second casing 16 are respectively held against the inside of two pieces of stencil bodies 13 far from one end of casing
Wall, the both ends open of described sleeve pipe are simultaneously equipped with internal screw thread, and first screw rod 17 and the second screw rod 18 are worn after connecing stencil body 13
It is connect after being each passed through first sleeve 15 and the second casing 16 with the sleeve 14, first screw rod 17 and the second screw rod 18 divide
Not She You fastening nut 20, the fastening nut 20 setting is outer and fastened so that two pieces of stencil bodies in the chamber 27 that pours
13 fixed block pour chamber 27, and described pour has poured concrete in chamber 27, the anchor rib is anchored in the concrete.
During concrete application, if the notch 4 of Fig. 1, upper Side fascia 1 are just preset in prefabrication process, in assembling process,
Lower Side fascia 2 is first lifted, then hoisting prefabricated floor 8, precast floor slab 8 is overlapped on lower Side fascia 2, then lifts Side fascia
1, so that the outside and inside of the upper Side fascia 1 are overlapped on respectively on lower Side fascia 2 and precast floor slab 8, then formwork, first
Screw rod 17 and the second screw rod 18 are worn first sleeve 15 and the second casing 16 are each passed through after connecing stencil body 13 after with the sleeve
14 connections, are fastened using fastening nut 20, and compressing stencil body 13 makes it be close to the plate of upper Side fascia 1 and lower Side fascia 2
Side, between enabling stencil body 13 effectively to bear the lateral pressure generated during casting concrete and guarantee between stencil body 13
Away from, then from pouring hole 7 to casting concrete in chamber 27 is poured until concrete slurry is overflowed from excessive slurry notch 9, anchor rib is anchored
In concrete, concealed beam 10 is formed after concrete setting, concealed beam 10 connects upper Side fascia 1, lower Side fascia 2 and precast floor slab 8
It is integral, when form removal, reversely unscrews nut, turn screw rod while exiting outward, screw rod is extracted out from casing, it is suitable
Benefit realizes that the body of rod is separated with concrete bodies, and the first screw rod 17 and the second screw rod 18 can reuse.
Middle by the way of the connection of grout sleeve 14, easy construction, the company of strengthening is different from the prior art in the utility model
The globality for connecing node is conducive to the conduction of power between wallboard and floor, while the shock resistance of reinforced wallboard structural system,
It can be effectively prevent the appearance of connecting node tender spots, prevent security risk.
In addition, pouring concealed beam 10 after being formed between Side fascia 1 and lower Side fascia 2 on the utility model will such as Fig. 5 and Fig. 6
The splicing seams of the two carry out the waterproof problem that envelope solves Side fascia, improve the construction quality of assembled architecture.Assembling process
In can effectively shorten the length of sleeve 14, save material, while being conducive to the disassembly of screw rod, screw rod is reusable, save at
This.Certainly, the diameter of described sleeve pipe should be moderate, can neither be too small, causes screw rod to be not easily taken out after such casting concrete,
Cannot be too big, cause to leave biggish cavity in in-situ layer.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 7,13 bottom of stencil body is set
There is collet 19, the collet 19 includes supporting element, and the supporting element is equipped with reinforcing member, and the supporting element includes at least the first side
Side 21 and second side 22 form corner 23,21 top surface of first side between the first side 21 and second side 22
It is close to the bottom surface of stencil body 13, the second side 22 is fixedly connected on the lower Side fascia 2 of 13 bottom of stencil body, described
Reinforcing member makes stencil body 13 be close to lower Side fascia 2.So set, collet 19 plays a supporting role to stencil body 13, together
When stencil body 13 be close to lower Side fascia 2 and can prevent the effect due to gravity so that template bottom is more bonded prefabricated component
And vibration leads to 13 deviation of stencil body in casting process, ensures the planarization in the face that pours.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 7, the reinforcing member includes that setting exists
The wedge groove 25 of first side 21 and the voussoir 24 being used cooperatively with the wedge groove 25.So set, being matched by wedge groove 25
The cushion block of 13 lower part of stencil body is close to stencil body 13 by the use of jib and cotter block 24, reaches above-mentioned technical effect.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 7, the supporting element is equipped with reinforcer
26, described 26 one end of reinforcer is fixedly connected with first side 21, and the other end is fixedly connected with second side 22.So set, can have
The pressure for the horizontal prefabricated component that first side 21 is born is passed to second side 22 by reinforcer 26 by effect, is further transmitted to perpendicular
To component, that is, the bearing capacity of the utility model is significantly greatly increased.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 7, the second side 22 is offered
Mounting hole.So set, cooperating expansion tube support device can be stably mounted at mould using tapping screw by mounting hole
On the lower Side fascia 2 of plate lower part.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2~4, the upper Side fascia 1 is under
The anchor rib of Side fascia 2 is respectively the bottom of the upper Side fascia 1 and the top of lower Side fascia 2 to be arranged in and along its bottom surface and top
One row's ring-shaped stirrup 3 of face setting, 3 part of ring-shaped stirrup are anchored in the upper Side fascia 1 or lower Side fascia 2, part
It is poured in chamber 27 described in extending out to, the dislocation of ring-shaped stirrup 3 on the upper Side fascia 1 and lower Side fascia 2 is set side by side, described to pour
It builds and is equipped with more longitudinal ribs 6 in chamber 27, the longitudinal rib 6 is connected with the ring-shaped stirrup 3 and constitutes steel reinforcement cage, the prefabricated building
The anchoring piece of plate 8 be arranged in the precast floor slab 8 splicing side stretching muscle 5, the stretchings muscle 5 extend to described in pour chamber
In 27, the upper Side fascia 1 or lower Side fascia 2 are equipped with pouring hole 7, and the pouring hole 7 is connected to the upper Side fascia 1 or lower exterior wall
The side wall of plate 2 is equipped with several excessive slurry notches 9, the excessive slurry notch with chamber 27, the top of the splicing side of the precast floor slab 8 is poured
9 will pour chamber 27 is connected with the external world, and described pour in chamber 27 has poured concrete from pouring hole 7, and the steel reinforcement cage stretches out muscle
5 are anchored in the concrete.In this way, steel reinforcement cage, stretching muscle 5 are anchored in the concrete, formed after concrete setting dark
Beam 10, concealed beam 10 upper Side fascia 1, lower Side fascia 2 and precast floor slab 8 are connected it is integral, reinforced wallboard structural system
Shock resistance can effectively prevent the appearance of connecting node tender spots, prevent security risk.During the setting slip casting of excessive slurry notch 9
The discharge of air in advantageous splicing seams, the splicing seams in guarantees between Side fascia 1 and lower Side fascia 2 are filled up completely closely knit, raising
The construction quality of assembled architecture.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2 and Fig. 3, upper 1 bottom of Side fascia
The ring-shaped stirrup 3 in portion withstands the top surface of the lower Side fascia 2, and the ring-shaped stirrup 3 at lower 2 top of Side fascia withstands described outer
The corner of the ring-shaped stirrup 3 is arranged in the bottom surface of wallboard 1, the longitudinal rib 6.So set, annular when upper 1 dropping place of Side fascia
Stirrup 3 can play the role of supporting upper Side fascia 1 to a certain extent, damage after avoiding 1 local pressure of Side fascia.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2 and Fig. 3, the upper Side fascia 1 with
The stitching section of lower Side fascia 2 and the stitching section of precast floor slab 8 and lower Side fascia 2 are equipped with sealing element 11.So set, can be effective
Preventing from pouring has slurries to leak along the splicing seams of upper Side fascia 1 and lower Side fascia 2 in 27 inner concrete casting process of chamber.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2 and Fig. 3, the sealing element 11 is by bullet
Property material preparation, adhesive is coated on the sealing element 11 or is equipped with double-sided adhesive.So set, it is fixed to be conducive to sealing element 11
On lower Side fascia 2,11 position of sealing element during cornice sheathing dropping place is avoided to change, to influence the close of sealing element 11
Feng Xing, while the sealing element 11 of elasticity can play certain buffer function, prevent from knocking when prefabricated component dropping place bad.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 3, the pouring hole 7 be hollow hole or
Pre-buried hollow bushing.Core pulling is formed in the prefabrication process of the hollow hole wallboard, and pouring hole 7 preferably passes through pre-buried hollow bushing
Mode formed, form it is more easy.
On the basis of above-described embodiment, in another embodiment of the utility model, at least one is equipped at the top of the wainscot sheathing
Blind hole.So set, concrete slurry is perfused in the blind hole during slip casting, in this way, concrete and lower Side fascia
It is connected in 2 structures more secured.
On the basis of above-described embodiment, in another embodiment of the utility model, the bottom surface of the upper Side fascia 1 and lower exterior wall
The top surface of plate 2 is rough surface.More step up so set, concrete is connect with the top of the bottom of upper Side fascia 1 and lower Side fascia 2
It is close.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2 and Fig. 3, upper 11 He of Side fascia
The outside of the splicing seams of lower Side fascia 22 is equipped with waterproof adhesive tape 12.In this way, improving waterproof effect.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the protection scope of the utility model.
Claims (10)
1. the assembly node of a kind of Side fascia and floor, including precast floor slab, template component and upper Side fascia setting up and down
With lower Side fascia, which is characterized in that the inside of the upper Side fascia is equipped with notch, and the precast floor slab is overlapped on the lower exterior wall
On plate, the outside and inside of the upper Side fascia are overlapped on respectively on lower Side fascia and precast floor slab, the upper Side fascia, lower outer
Wallboard and floor, which enclose to constitute, pours chamber, and the upper Side fascia, lower Side fascia, precast floor slab are equipped with anchor rib, the anchoring
Muscle all extend to it is described pour intracavitary, the template component includes to drawing device and at least two pieces of templates relatively disposed in parallel
Ontology, two pieces of stencil bodies, which are separately positioned on, described to be poured the both ends of chamber and is resisted against the upper Side fascia and lower Side fascia
Plate side, described includes sleeve, first sleeve, the second casing, the first screw rod and the second screw rod, the first set to drawing device
Pipe, the second casing and sleeve setting pour intracavitary described, and the first sleeve and the second casing are respectively sleeved at the sleeve
Both ends, the first sleeve and the second casing be respectively held against the inner sidewall of two pieces of stencil bodies far from one end of casing,
The both ends open of described sleeve pipe is simultaneously equipped with internal screw thread, and first screw rod and the second screw rod, which are worn, is each passed through the after connecing stencil body
With the sleeve connection after sleeve and the second casing, first screw rod and the second screw rod are respectively equipped with fastening nut, described
Fastening nut setting is poured outside chamber and is fastened so that fixed block of two pieces of stencil bodies pours chamber described, described to pour chamber
Concrete is inside poured, the anchor rib is anchored in the concrete.
2. the assembly node of Side fascia according to claim 1 and floor, which is characterized in that the stencil body bottom is set
Have collet, the collet includes supporting element, the supporting element be equipped with reinforcing member, the supporting element include at least first side and
Second side, forms corner between the first side and second side, the bottom of stencil body is close in the first side top surface
Face, the second side are fixedly connected on the lower Side fascia of stencil body bottom, and the reinforcing member is close to stencil body
Lower Side fascia.
3. the assembly node of Side fascia according to claim 2 and floor, which is characterized in that the reinforcing member includes setting
Wedge groove in first side and the voussoir that is used cooperatively with the wedge groove.
4. the assembly node of any Side fascia and floor according to claim 1~3, which is characterized in that the upper exterior wall
The anchor rib of plate and lower Side fascia is respectively the bottom of the upper Side fascia and the top of lower Side fascia to be arranged in and along its bottom surface
With row's ring-shaped stirrup of top surface setting, the ring-shaped stirrup part is anchored in the upper Side fascia or lower Side fascia, part
Extend out to it is described pour intracavitary, the ring-shaped stirrup dislocation on the upper Side fascia and lower Side fascia is set side by side, described to pour chamber
Interior to be equipped with more longitudinal ribs, the longitudinal rib is connected with the ring-shaped stirrup and constitutes steel reinforcement cage, the anchoring of the precast floor slab
Part is the stretching muscle that the splicing side of the precast floor slab is arranged in, the stretchings muscle extend to it is described pour it is intracavitary, it is described it is upper outside
Wallboard or lower Side fascia are equipped with pouring hole, and the pouring hole is connected to the side wall of the upper Side fascia or lower Side fascia and pours chamber,
The top of the splicing side of the precast floor slab is equipped with several excessive slurry notches, and the excessive slurry notch will pour chamber and be connected with the external world,
It is described pour it is intracavitary poured concrete from pouring hole, the steel reinforcement cage stretches out muscle and is anchored in the concrete.
5. the assembly node of Side fascia according to claim 4 and floor, which is characterized in that the upper Side fascia bottom
Ring-shaped stirrup withstands the top surface of the lower Side fascia, and the ring-shaped stirrup at the top of the lower Side fascia withstands the bottom of the upper Side fascia
The corner of the ring-shaped stirrup is arranged in face, the longitudinal rib.
6. the assembly node of Side fascia according to claim 4 and floor, which is characterized in that the upper Side fascia and lower outer
The stitching section of wallboard and the stitching section of precast floor slab and lower Side fascia are equipped with sealing element.
7. the assembly node of Side fascia according to claim 6 and floor, which is characterized in that the sealing element is by elastic material
Prepared by material, adhesive is coated on the sealing element or is equipped with double-sided adhesive.
8. the assembly node of Side fascia according to claim 6 and floor, which is characterized in that the pouring hole is hollow hole
Or pre-buried hollow bushing.
9. the assembly node of Side fascia according to claim 8 and floor, which is characterized in that set at the top of the lower Side fascia
There is at least one blind hole.
10. the assembly node of Side fascia according to claim 9 and floor, which is characterized in that the bottom of the upper Side fascia
Face and the top surface of lower Side fascia are rough surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821606149.4U CN209243965U (en) | 2018-09-29 | 2018-09-29 | A kind of assembly node of Side fascia and floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821606149.4U CN209243965U (en) | 2018-09-29 | 2018-09-29 | A kind of assembly node of Side fascia and floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209243965U true CN209243965U (en) | 2019-08-13 |
Family
ID=67518696
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821606149.4U Active CN209243965U (en) | 2018-09-29 | 2018-09-29 | A kind of assembly node of Side fascia and floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209243965U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042520A (en) * | 2019-11-28 | 2020-04-21 | 江苏永联精筑建设集团有限公司 | Slurry overflow prevention construction process for prefabricated part |
| CN111926913A (en) * | 2020-07-13 | 2020-11-13 | 福建和盛达建筑工程有限公司 | Connecting structure of floor slab and wallboard and construction method thereof |
-
2018
- 2018-09-29 CN CN201821606149.4U patent/CN209243965U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042520A (en) * | 2019-11-28 | 2020-04-21 | 江苏永联精筑建设集团有限公司 | Slurry overflow prevention construction process for prefabricated part |
| CN111926913A (en) * | 2020-07-13 | 2020-11-13 | 福建和盛达建筑工程有限公司 | Connecting structure of floor slab and wallboard and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104358330A (en) | Reinforcement pin connection member for precast concrete walls with formworks and connection method | |
| CN108086582A (en) | A kind of prefabricated assembled concrete wallboard for fabricated construction | |
| CN206267422U (en) | A kind of assembly concrete superposed column | |
| CN206616862U (en) | Formwork root bracing means | |
| CN109441151A (en) | Prefabricated toilet and its construction and installation method | |
| CN209243965U (en) | A kind of assembly node of Side fascia and floor | |
| CN208792737U (en) | For hanging the detachable connecting part of external platform hanging girder steel | |
| CN103556819A (en) | Construction method for reserving constructional column holes in beam plate | |
| CN209942029U (en) | Light prefabricated assembled external wall panel | |
| CN212427235U (en) | Basement side wall post-cast strip structure | |
| CN207003673U (en) | A kind of connecting node of beam and wallboard | |
| CN209243964U (en) | A kind of connecting node of Side fascia and floor | |
| CN204252322U (en) | Carry the precast concrete wall reinforcing bar pin joint connecting elements of template | |
| CN207920085U (en) | A kind of one side formwork adjustable bolt fastener | |
| CN203891470U (en) | Fastening bolt for shear wall formwork | |
| CN207110035U (en) | Assembled steel tendon concrete frame structure based on steel plate connection joint | |
| CN207228318U (en) | A kind of low layer assembling frame bean column node | |
| CN106499180B (en) | A kind of novel exterior sheathing is reinforced and external scaffolding drawknot device and its construction method | |
| CN204876210U (en) | Structure wallboard of coincide decorative layer and heat preservation | |
| CN108589970A (en) | The construction method of prefabricated window frame shear wall | |
| CN114150795A (en) | Light cast-in-place high-strength formwork disassembly-free wall and construction method thereof | |
| CN211873413U (en) | Plaster-free wall based on gypsum hollow building blocks | |
| CN107345438A (en) | It is a kind of to realize that structure turns over the construction method of the prefabricated assembled awning of eaves based on EPS warming plates | |
| CN209277619U (en) | Prefabricated toilet | |
| CN207377115U (en) | A kind of heat insulation integrated non-dismantling formworks of STP |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191219 Address after: 542800 Tianhe Avenue, Hezhou Eco-Industrial Park, Hezhou City, Guangxi Zhuang Autonomous Region Co-patentee after: General Construction Group Co. Ltd. Patentee after: Hezhou Tong Assembly Building Co., Ltd. Co-patentee after: Guangxi Hezhou Urban Construction Investment Group Co., Ltd Address before: 542899 No. 5 Tianhe Avenue, Hezhou High-tech Zone, Hezhou City, Guangxi Zhuang Autonomous Region Patentee before: Hezhou Tong Assembly Building Co., Ltd. |