CN206090876U - Adopt perpendicular connected node of prefabricated plate of two boards connections - Google Patents
Adopt perpendicular connected node of prefabricated plate of two boards connections Download PDFInfo
- Publication number
- CN206090876U CN206090876U CN201620914762.7U CN201620914762U CN206090876U CN 206090876 U CN206090876 U CN 206090876U CN 201620914762 U CN201620914762 U CN 201620914762U CN 206090876 U CN206090876 U CN 206090876U
- Authority
- CN
- China
- Prior art keywords
- plate
- precoated
- steel plate
- plates
- biserial
- 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
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model relates to an adopt perpendicular connected node of prefabricated plate of two boards connections, including two piece at least prefabricated plates, the side end face of prefabricated plate no. 2 is equipped with the biserial steel sheet that contains a plurality of round holes, the positive and negative of prefabricated plate no. 1 at least simultaneously is equipped with the biserial steel sheet that contains a plurality of round holes, there is the nut in round hole department on its opposite face of biserial steel sheet on prefabricated plate no. 1 and the prefabricated plate no. 2 all welding, the side end face of prefabricated plate no. 2 is with the front of prefabricated plate no. 1 or the reverse side is perpendicular splices, biserial steel sheet interval on two prefabricated plates equals, two prefabricated plate concatenations department are through bolt fixed connection for the connector plates between with the steel sheet of one side, the deposit concrete of connection face department between two prefabricated plates. The utility model discloses the connected mode is simple, convenient operation is swift, is applicable to high -rise building series, on one side can carry out superstructure's assembly, yi bian carry out the concrete placement of lower floor's building, does not influence the progress of construction, has improved high -rise assembly type structure's construction speed greatly.
Description
Technical field
This utility model is related to a kind of precoated plate vertical connection nodes using double plate connections, belongs to prefabricated housing building neck
Domain.
Background technology
With the development and application of assembled architecture technology, increasing building adopts fabricated construction so that various
Prefabricated component is able to the assembling for completing, facilitating job site prefabricated in factory in advance, and substantially increase building builds effect
Rate.
Existing precoated plate can be divided into connection of different shapes according to the needs of building structure, but its connected mode is mainly divided
It is for wet construction and dry construction, each advantageous each other.Dry construction speed is fast, but bonding strength is limited, is only applicable to low layer
Or tier building series；Wet construction needs to pour into a mould concrete, but its bonding strength is high, and suitable application area is more extensive, particularly
In building fields such as high-rise or Super Highs, with obvious advantage.No matter which kind of mode is adopted, which is essentially all by connection
Multiple precoated plates are attached by node.The connecting node of existing wet construction, its connected mode are relative complex, assembling speed
Slowly.
Utility model content
In view of the foregoing, the purpose of this utility model is to provide a kind of simple structure and convenient and fast connection employing is double
The precoated plate vertical connection nodes of plate connection.
To achieve these goals, the technical scheme adopted by this utility model for：
A kind of precoated plate vertical connection nodes using double plate connections, including at least two pieces precoated plates, the side of precoated plate two
End face is provided with the biserial steel plate containing some circular holes, and the positive and negative at least one side of precoated plate one is provided with the biserial steel containing some circular holes
Plate, is welded with nut, the side of precoated plate two at the circular hole on biserial steel plate its opposite face on precoated plate one and precoated plate two
End face is vertical with the front or back of precoated plate one to be spliced, and the biserial steel plate spacing on two pieces of precoated plates is equal, two pieces of precoated plates
It is fixedly connected with bolt by junction steel plate between the steel plate of stitching portion the same side, is poured into a mould at the joint face between two pieces of precoated plates
Concrete.
The biserial steel plate is continuously laid using integral type, and junction steel plate is continuously laid using integral type, pre- by two pieces
Concrete is poured into a mould in the closed area that the joint face of making sheet, biserial steel plate and junction steel plate are enclosed jointly.
The biserial steel plate using it is multiple interruption lay, junction steel plate be also adopted by it is multiple be attached with corresponding steel plate,
One block of shrouding is respectively placed in the outside of biserial steel plate, in the enclosed region being made up of the joint face of two blocks of shroudings and two pieces of precoated plates
Cast concrete.
Biserial steel plate on the precoated plate one is arranged at the front or back edge of precoated plate one, the reverse side of precoated plate two
It is concordant with the side end face of precoated plate one.
Biserial steel plate on the precoated plate one is arranged in the middle part of the front or back of precoated plate one.
The connecting node that this utility model is provided, connected mode are simple and convenient to operate fast, it is adaptable to skyscraper system
Row, because its bonding strength meets High-rise Building Design requirement, can carry out the assembling of superstructure, while carrying out substrustion
Concrete is poured into a mould, and is not affected the progress constructed, is substantially increased the speed of application of high-rise assembled architecture.
This utility model is further elaborated below by way of the drawings and specific embodiments.
Description of the drawings：
Fig. 1 is the structural representation that two pieces of precoated plates constitute L-type connecting node；
Fig. 2 is the structural representation that three pieces of precoated plates constitute T-shaped connecting node；
Fig. 3 is the structural representation that two pieces of precoated plates constitute T-shaped connecting node；
Fig. 4 is the structural representation that three pieces of precoated plates constitute cross connecting node；
Fig. 5 is the structural representation that junction steel plate is arranged using multiple interruptions；
Fig. 6 is the structural representation that junction steel plate is continuously laid using integral type.
Specific embodiment：
As shown in Figures 1 to 6, a kind of precoated plate vertical connection nodes using double plate connections, at least prefabricated including two pieces
Plate, by taking two pieces of precoated plates as an example, wherein, the side end face of precoated plate 2 is provided with the biserial steel plate 5 containing some circular holes, and precoated plate 1 is just
Reverse side at least one side is provided with the biserial steel plate 4 containing some circular holes, and the biserial steel plate spacing on two pieces of precoated plates is equal.Above-mentioned biserial
Circular hole on steel plate can adopt multiple rows of setting.In view of the operation ease in connection, on precoated plate 1 and precoated plate 2
Nut is welded with biserial steel plate its circular hole each on opposite face（It is not drawn in figure）, i.e., nut-welding is in steel plate
Side, facilitates bolt to be fixed from the outside insertion of steel plate.Two pieces of precoated plates are mutually connected vertically, and the steel of stitching portion the same side
It is fixedly connected with bolt by junction steel plate 3 between plate, the two ends of junction steel plate 3 are provided with and the circular hole spacing phase on biserial steel plate
Same some circular holes, the circular hole at 3 two ends of junction steel plate is alignd with circular hole on biserial steel plate respectively, with bolt through the circle for aliging
Kong Houyu is welded in the connection of the nut at circular hole, completes the fixation to two pieces of precoated plates.
Fig. 1 gives the schematic diagram that two pieces of precoated plates are spliced to form L-type connecting node, wherein the biserial steel on precoated plate 1
Plate 4 is arranged at the front edge of precoated plate 1, and the side end face of precoated plate 2 is vertical with the front edge of precoated plate 1 to be connected, and prefabricated
The reverse side of plate 2 is concordant with the side end face of precoated plate 1, and two pieces of precoated plates constitute L-type connecting node.Two pieces in the connecting node are pre-
Making sheet can be all shingle nail, and the connecting node is usually used in the corner in house；Two pieces of precoated plates can also be that precoated plate 1 is wall
Panel, precoated plate 2 is floorboard, and the connecting node is usually used in the connection of floorboard and shingle nail in multiple structure.Fig. 2 gives
The schematic diagram of T-shaped connecting node is spliced to form by three pieces of precoated plates, wherein, the positive and negative edge of precoated plate 1 arranges biserial simultaneously
Steel plate 4, the positive and negative of precoated plate 1 are connected with other one piece of precoated plate respectively, but still may be used between two pieces of precoated plates of adjacent connection
Regard the L-type connecting node shown in same Fig. 1 as.
Fig. 3 gives the schematic diagram that two pieces of precoated plates are spliced to form T-shaped connecting node, wherein the biserial steel on precoated plate 1
Plate 4 is arranged at the positive Middle face of precoated plate 1, and the side end face of precoated plate 2 is vertical with the positive Middle face of precoated plate 1 to be connected, and two pieces pre-
Making sheet constitutes T-shaped connecting node.Two pieces of precoated plates in the connecting node can be all shingle nail, and the connecting node is usually used in room
The cut-off of the different general layouts in left and right is processed in room structure.Fig. 4 gives and is spliced to form cross connecting node by three pieces of precoated plates
Schematic diagram, wherein, biserial steel plate 4 is simultaneously set in the middle part of the positive and negative of precoated plate 1, the positive and negative of precoated plate 1 respectively with addition
One piece of precoated plate connection, but between two pieces of precoated plates of adjacent connection, can still regard the T-shaped connecting node shown in same Fig. 3 as.
In order to meet the requirement of strength design of high building structure, in addition it is also necessary to enter in the junction of above-mentioned connecting node
The cast of row concrete.Cast with regard to concrete can be with using the following two kinds mode：
Mode one：Biserial steel plate on above-mentioned precoated plate is continuously laid using integral type, and junction steel plate 3 is similarly adopted
Continuously laid with integral type as shown in Figure 6, so, by the joint face of two pieces of precoated plates, the biserial steel plate of both sides and connection steel
Plate just constitutes the region of a closing, and the cast of concrete is carried out in the closed area.Using the structure, without the need for additionally making
Enclosed with shrouding, the cast area of concrete is also relatively small, and bonding strength also meets design requirement.
Mode two：Biserial steel plate on above-mentioned precoated plate is laid using multiple interruptions, and junction steel plate 3 is also adopted by such as figure
Multiple shown in 5 are configured, and every piece of junction steel plate 3 is attached with corresponding steel plate.Above-mentioned biserial steel plate and connection steel
Plate using it is multiple interruption arrange, can with it is substantial amounts of save steel consumption, but due to biserial steel plate, junction steel plate 3 and two pieces
The region that precoated plate is enclosed is not enclosed construction, accordingly, it would be desirable to respectively place one block of shrouding in the outside of biserial steel plate, is allowed to internal
Closed area is enclosed, and finally coagulation is poured into a mould in the enclosed region being made up of the joint face of two blocks of shroudings and two pieces of precoated plates
Soil.Using the structure, needs can just complete the cast of concrete by shrouding, but the cast area of concrete is relatively large,
With more preferable bonding strength.
No matter the cast of concrete is carried out using above-mentioned which kind of mode, as above-mentioned connecting node is connected using double plates
Connect, its bonding strength has met the design requirement of skyscraper, therefore, it can carry out the construction of superstructure, on one side
Continue the concrete cast of substrustion, have no effect on the progress of construction, the connecting node that this utility model is provided, with construction
Fireballing feature.
Above example only to illustrate the technical solution of the utility model and unrestricted, those of ordinary skill in the art couple
Other modifications or equivalent that the technical solution of the utility model is made, without departing from technical solutions of the utility model
Spirit and scope, all should cover in right of the present utility model.
Claims (3)
1. a kind of using pair precoated plate vertical connection nodes of plates connection, it is characterised in that：It is including at least two pieces precoated plates, prefabricated
The side end face of plate two is provided with the biserial steel plate containing some circular holes, and the positive and negative at least one side of precoated plate one is provided with containing some circular holes
Biserial steel plate, is welded with nut, precoated plate at the circular hole on biserial steel plate its opposite face on precoated plate one and precoated plate two
Two side end face is vertical with the front or back of precoated plate one to splice, and the biserial steel plate spacing on two pieces of precoated plates is equal, two pieces
It is fixedly connected with bolt by junction steel plate between the steel plate of precoated plate stitching portion the same side, the joint face between two pieces of precoated plates
Place's cast concrete；Biserial steel plate on the precoated plate one is arranged at the front or back edge of precoated plate one, precoated plate two
Reverse side it is concordant with the side end face of precoated plate one；Or the biserial steel plate on the precoated plate one is arranged at the front of precoated plate one
Or in the middle part of reverse side.
2. according to claim 1 a kind of using pair precoated plate vertical connection nodes of plates connection, it is characterised in that：It is described
Biserial steel plate is continuously laid using integral type, and junction steel plate is continuously laid using integral type, the joint face by two pieces of precoated plates,
Concrete is poured into a mould in the closed area that biserial steel plate and junction steel plate are enclosed jointly.
3. according to claim 1 a kind of using pair precoated plate vertical connection nodes of plates connection, it is characterised in that：It is described
Biserial steel plate is laid using multiple interruptions, junction steel plate be also adopted by it is multiple be attached with corresponding steel plate, in biserial steel plate outward
One block of shrouding is respectively placed in side, in the enclosed region being made up of the joint face of two blocks of shroudings and two pieces of precoated plates pours into a mould concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620914762.7U CN206090876U (en) | 2016-08-22 | 2016-08-22 | Adopt perpendicular connected node of prefabricated plate of two boards connections |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620914762.7U CN206090876U (en) | 2016-08-22 | 2016-08-22 | Adopt perpendicular connected node of prefabricated plate of two boards connections |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090876U true CN206090876U (en) | 2017-04-12 |
Family
ID=58468608
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620914762.7U Active CN206090876U (en) | 2016-08-22 | 2016-08-22 | Adopt perpendicular connected node of prefabricated plate of two boards connections |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090876U (en) |
-
2016
- 2016-08-22 CN CN201620914762.7U patent/CN206090876U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207003651U (en) | A kind of assembling steel plate barrel shape RCS space nodes | |
| CN206467827U (en) | A kind of assembly concrete shear wall | |
| CN205976009U (en) | Two board connected node of a style of calligraphy | |
| CN206090876U (en) | Adopt perpendicular connected node of prefabricated plate of two boards connections | |
| CN213143427U (en) | Connecting structure of H-shaped steel beam and concrete filled steel tube column | |
| CN205894366U (en) | Two board connected node of shingle nail and post suitable for super high -rise building | |
| CN206581456U (en) | Steel construction wall component with reinforced pipe | |
| CN207633813U (en) | Assembled workshop | |
| CN203499083U (en) | Assembled building floor plate and building which assembled building floor plates constitutes | |
| WO2020034315A1 (en) | Prefabricated spliced partition wall light and thin formwork | |
| CN206448367U (en) | Z-shaped steel pipe concrete profiled pile and with steel beam connecting joint structure | |
| AU2018298511A1 (en) | Assembled building wall body and building house with combination of steel structure and concrete structure | |
| CN206157921U (en) | Adopt high -rise prefabricated building of two boards connections | |
| CN205975985U (en) | Adopt cross connected node of shaped steel connection | |
| CN206157922U (en) | Cross veneer connected node | |
| CN205224344U (en) | Real abdomen formula steel -pipe column faced wall of continuous trompil cross slab | |
| CN206090878U (en) | A style of calligraphy veneer connected node | |
| CN212248809U (en) | Prefabricated formula side fascia of assembly type structure | |
| CN208701898U (en) | Assembled Super High core tube supported structure system | |
| CN206090877U (en) | T type veneer connected node | |
| CN208996262U (en) | A kind of building partition structure | |
| CN205976010U (en) | A prefabricated plate connected node for high -rise building | |
| CN207419867U (en) | Steel house panel splicing module | |
| CN205894275U (en) | Superelevation layer prefabricated building that veneer is connected | |
| CN204875519U (en) | Cable -stay bridge steel - thoughtlessly make up suo liang anchor to construct |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |