CN220226285U - Assembled building superimposed sheet installation strutting arrangement - Google Patents
Assembled building superimposed sheet installation strutting arrangement Download PDFInfo
- Publication number
- CN220226285U CN220226285U CN202321439037.5U CN202321439037U CN220226285U CN 220226285 U CN220226285 U CN 220226285U CN 202321439037 U CN202321439037 U CN 202321439037U CN 220226285 U CN220226285 U CN 220226285U
- Authority
- CN
- China
- Prior art keywords
- plate
- building
- superimposed sheet
- building superimposed
- board
- 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
- 238000009434 installation Methods 0.000 title claims description 11
- 238000003825 pressing Methods 0.000 claims abstract description 20
- 238000003466 welding Methods 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 53
- 239000010959 steel Substances 0.000 claims description 53
- 239000004570 mortar (masonry) Substances 0.000 claims description 15
- 210000000481 breast Anatomy 0.000 claims description 12
- 238000010030 laminating Methods 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000009826 distribution Methods 0.000 claims description 2
- 230000004888 barrier function Effects 0.000 abstract 3
- 238000010276 construction Methods 0.000 description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to the technical field of building superimposed sheets, in particular to an assembly type building superimposed sheet mounting and supporting device which comprises a building superimposed sheet, wherein a transverse pressing plate is attached to one end of the building superimposed sheet in a pressing mode, a column block is fixedly arranged at the bottom end of the transverse pressing plate, a bearing barrier plate is fixedly arranged at the bottom end of the column block, a positioning sleeve rod is fixedly arranged at the bottom end of the bearing barrier plate, an diagonal rod is fixedly arranged between the inner sides of the positioning sleeve rods, a connecting welding plate is fixedly arranged between the inner sides of the bearing barrier plates, a placing plate is fixedly arranged at one end of the transverse pressing plate, and a pasting plate is attached to the top end of the placing plate in a pressing mode.
Description
Technical Field
The utility model relates to the technical field of building laminated plates, in particular to an assembly type building laminated plate mounting and supporting device.
Background
The assembled building is characterized in that a house is divided into a plurality of components, the components are processed in a factory and then transported to a construction site for hoisting, the pollution caused by site construction can be reduced by the production mode, and the construction efficiency is greatly improved, and a supporting steel frame structure for assembled installation of a building corridor structure is taken as an example.
When the assembly type assembly is carried out on the existing building corridor structure, a plurality of prefabricated building laminated plates are required to be placed at the top of a pre-built installation steel frame for pre-tightening limiting, the side edges of the building laminated plates are assembled and reinforced through small-sized angle steel, stud bolts and other components, and then the building laminated plates and an installed supporting steel frame structure main body are subjected to sectional type integral welding or stud bolt anchoring assembly, so that the integral construction efficiency of the building corridor structure is generally low.
Disclosure of Invention
The utility model aims to provide an assembly type building laminated slab installation supporting device which solves the problem that the overall construction efficiency of a building corridor structure is generally low due to the multi-section type reinforcement assembly structure of the assembly type building laminated slab installation supporting device in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides an assembled building superimposed sheet installation strutting arrangement, includes the building superimposed sheet, be provided with the connection backing plate between the inboard of building superimposed sheet, building superimposed sheet bottom welded fastening is provided with trapezoidal frid, connection backing plate bottom mounting is provided with bracing steel pole and steel sleeve, the inside embedded reinforcing bar that is provided with of building superimposed sheet, building superimposed sheet one end outside pressure laminating has the transverse press board, transverse press board bottom mounting is provided with the post, post bottom mounting is provided with the bearing breast board, bearing breast board bottom mounting is provided with the location loop bar, fixed being provided with diagonal pole between the inboard of location loop bar, fixed being provided with between the bearing breast board inboard connects the welded plate, transverse press board one end is fixed to be provided with puts the board, it is laminated to put board top pressure laminating.
Preferably, the embedded steel bars are fixedly arranged along the left end and the right end and the front end and the rear end in a jogged manner, the embedded steel bars are arranged along the left end and the right end and the front end and the rear end in a vertical distribution manner, and the left end and the right end of the connecting base plate are in press contact fit with the building laminated plate.
Preferably, the bearing breast board top is pressed with building coincide board bottom end face and is touched the laminating setting, and the contained angle of adjacent setting bearing breast board and the fixed terminal surface of connecting the welded plate is 45 degrees settings.
Preferably, the left end and the right end are arranged to the inner embedding pressing contact of the top end of the embedded steel bar and the bottom end of the connecting base plate, the inclined strut steel bar and the steel sleeve arranged at the bottom of the connecting base plate are both in embedding pressing contact with the inner wall of the trapezoid groove plate, the mortar filling cavity is communicated inside the trapezoid groove plate and inside the steel sleeve, and the inclined strut steel bar top is arranged at an included angle of 35 degrees with the fixed end face of the connecting base plate.
Preferably, the front end and the rear end are respectively embedded and pressed with the inside of the top end of the transverse pressing plate, the inside of the top end of the board and the inside of the bottom end of the flitch, and the inside of the top end of the board and the inside of the flitch are communicated with a mortar filling cavity.
Compared with the prior art, the utility model has the beneficial effects that:
in the utility model, the front and rear ends of the building laminated plate are welded and fixed with the trapezoid groove plate by welding, at the moment, the front and rear ends of the building laminated plate are embedded and pressed with the inner parts of the transverse pressing plate and the placement plate, the placement plate is embedded with the embedded steel bars, so that the placement plate is placed in pressing contact with the placement plate, mixed mortar pouring is carried out to a mortar pouring cavity communicated with the top of the placement plate, the connection base plate is placed on the embedded steel bars arranged between the left end and the right end of the building laminated plate, the pressing contact of the trapezoid groove plates is achieved through the diagonal bracing steel bars and the steel sleeves, mixed mortar pouring is conducted to the mortar pouring cavity communicated with the top of the connecting base plate, and the steel frame assembly structure of the building gallery main body can be obtained after mortar drying and forming is conducted, so that the problem that when the existing building gallery structure is assembled, the prefabricated building laminated plates are required to be placed at the top of a pre-built installation steel frame to be pre-tightened and limited, the side edges of the building laminated plates are assembled and reinforced through small-sized angle steel, studs and other components, and then the building laminated plates and the installed support steel frame structure main body are integrally welded in a segmented mode or are assembled in a stud anchoring mode, so that the problem that the overall construction efficiency of the building gallery structure is generally low is solved.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of the structure of FIG. 1A according to the present utility model;
FIG. 3 is a schematic view of the structure of FIG. 1 at B according to the present utility model;
FIG. 4 is a schematic view of the installation position of the steel sleeve according to the present utility model;
FIG. 5 is a schematic view of the structure of FIG. 4 at C in accordance with the present utility model;
FIG. 6 is a schematic view of a positioning loop bar according to the present utility model;
FIG. 7 is a schematic cross-sectional view of a flitch according to the present utility model;
fig. 8 is a schematic view of the load-bearing fence structure of the present utility model.
In the figure: 1-building superimposed sheet, 2-connecting backing plate, 3-trapezoidal groove plate, 4-diagonal bracing steel bar, 5-steel sleeve, 6-embedded steel bar, 7-transverse pressing plate, 8-column block, 9-bearing breast board, 10-positioning sleeve rod, 11-diagonal bar, 12-connecting welding plate, 13-placing plate and 14-attaching plate.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-8, the present utility model provides a technical solution:
the utility model provides an assembled building superimposed sheet installation strutting arrangement, including building superimposed sheet 1, be provided with between the inboard of building superimposed sheet 1 and connect backing plate 2, building superimposed sheet 1 bottom welded fastening is provided with trapezoidal frid 3, it is provided with bracing steel pole 4 and steel sleeve 5 to connect backing plate 2 bottom mounting, building superimposed sheet 1 inside is provided with embedded reinforcing bar 6, building superimposed sheet 1 one end outside pressure laminating has transverse pressure plate 7, transverse pressure plate 7 bottom fastening is provided with post 8, post 8 bottom fastening is provided with bearing breast board 9, bearing breast board 9 bottom fastening is provided with location loop bar 10, fixed being provided with diagonal pole 11 between the inboard of location loop bar 10, fixed being provided with between the bearing breast board 9 inboard connects welded plate 12, transverse pressure plate 7 one end is fixed to be provided with puts board 13, it is provided with flitch 14 to put the laminating of board 13 top pressure.
As shown in fig. 2, 3, 5, 6 and 7, through the building laminated plate 1, the connecting backing plate 2, the trapezoid grooved plate 3, the diagonal bracing steel bars 4, the steel sleeves 5, the embedded steel bars 6, the transverse pressing plates 7, the column blocks 8, the bearing fence plates 9, the positioning loop bars 10, the diagonal bars 11, the connecting welding plates 12, the placing plates 13 and the attaching plates 14, wherein the embedded steel bars 6 are fixedly embedded in the building laminated plate 1 along the left end and the right end direction and the front end and the rear end direction, the embedded steel bars 6 arranged along the left end and the right end and the front end and the rear end direction are vertically distributed, and the left end and the right end surface of the connecting backing plate 2 are in press contact fit with the building laminated plate 1; the top end of the bearing fence 9 is in press contact fit with the bottom end face of the building laminated slab 1, and an included angle between the adjacently arranged bearing fence 9 and the fixed end face of the connecting welding plate 12 is 45 degrees; the left end and the right end are respectively embedded with the top end of an embedded steel bar 6 arranged towards the inside of the bottom end of a connecting base plate 2, an inclined strut steel rod 4 and a steel sleeve 5 arranged at the bottom of the connecting base plate 2 are respectively embedded with the inner wall of a trapezoid groove plate 3, mortar filling cavities are communicated in the trapezoid groove plate 3 and the steel sleeve 5, and an included angle between the top end of the inclined strut steel rod 4 and the fixed end surface of the connecting base plate 2 is 35 degrees; the embedded steel bars 6 arranged at the front end and the rear end are embedded and pressed with the inside of the top end of the transverse pressing plate 7, the inside of the top end of the placing plate 13 and the inside of the bottom end of the attaching plate 14, and mortar filling cavities are communicated with the inside of the top end of the placing plate 13 and the inside of the attaching plate 14.
The working flow is as follows: the utility model provides an assembled mounting support steel frame structure for a building corridor structure, which can enable a building laminated plate 1 and the mounting support steel frame structure to be integrally assembled and formed through mortar pouring, wherein a transverse pressing plate 7, a column block 8, a bearing fence 9, a positioning sleeve rod 10, a diagonal rod 11, a connecting welding plate 12 and a placement plate 13 are integrated into the steel frame support structure, wherein the front end and the rear end of the steel frame support structure serve as pressing contact placement for the building laminated plate 1 to the inner side surface of the transverse pressing plate 7 and the top end surface of the bearing fence 9, the building laminated plate 1 and a trapezoid groove plate 3 are welded and fixed through welding, at the moment, the front end and the rear end of the building laminated plate 1 are pressed into contact with the inner embedding reinforcing steel 6 of the transverse pressing plate 7 and the placement plate 13, the placement plate 14 is embedded with the embedded reinforcing steel 6, a mortar pouring cavity communicated with the top of the placement plate 14 is filled with mixed mortar, a connecting backing plate 2 is placed on the embedded steel bar 6 arranged between the left end and the right end of the building laminated plate 1 and the inner side, the pressing contact groove 3 is connected with the trapezoid groove plate 3 through the diagonal rod 4 and the steel sleeve 5, and the mortar pouring efficiency can be improved, namely the assembled and the assembled steel frame structure can be assembled and assembled.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides an assembled building superimposed sheet installation strutting arrangement, includes building superimposed sheet (1), its characterized in that: the utility model discloses a building superimposed sheet, including building superimposed sheet (1), building superimposed sheet (1) and connecting backing plate (2), be provided with between the inboard of building superimposed sheet (1) connecting backing plate (2), building superimposed sheet (1) bottom welded fastening is provided with trapezoidal frid (3), connecting backing plate (2) bottom mounting is provided with diagonal bar (4) and steel sleeve (5), building superimposed sheet (1) inside is provided with embedded reinforcing bar (6), building superimposed sheet (1) one end external pressure touch laminating has transverse pressure board (7), transverse pressure board (7) bottom mounting is provided with post piece (8), post piece (8) bottom mounting is provided with bearing breast board (9), bearing breast board (9) bottom mounting is provided with location loop bar (10), fixedly between the inboard of location loop bar (10) is provided with diagonal bar (11), fixedly between bearing breast board (9) inboard is provided with and connects welded plate (12), transverse pressure board (7) one end is fixedly provided with puts board (13), it is equipped with flitch (14) to put board (13) top pressure touch laminating.
2. The fabricated building laminated slab mounting and supporting device according to claim 1, wherein: the building superimposed sheet (1) is provided with embedded steel bars (6) along the left and right ends and the front and back ends to the equal gomphosis fixation, and the left and right ends are to, the front and back ends are to setting up embedded steel bars (6) are vertical distribution setting each other, terminal surface all presses with building superimposed sheet (1) to contact about connecting backing plate (2).
3. The fabricated building laminated slab mounting and supporting device according to claim 1, wherein: the top of the bearing fence (9) is in press contact fit with the bottom end face of the building laminated plate (1), and the included angle between the bearing fence (9) and the fixed end face of the connecting welding plate (12) which are adjacently arranged is 45 degrees.
4. The fabricated building laminated slab mounting and supporting device according to claim 1, wherein: the end is to setting up about embedded reinforcing bar (6) top and the inside gomphosis pressure of connecting backing plate (2) bottom are touched, inclined strut steel pole (4), steel sleeve (5) that connecting backing plate (2) bottom set up all press with trapezoidal frid (3) inner wall gomphosis and touch, inside and the inside intercommunication of steel sleeve (5) of trapezoidal frid (3) have the mortar to pour into the chamber, the contained angle of inclined strut steel pole (4) top and connecting backing plate (2) fixed terminal surface is 35 degrees settings.
5. The fabricated building laminated slab mounting and supporting device according to claim 1, wherein: the embedded steel bars (6) are embedded and pressed with the inside of the top end of the transverse pressing plate (7), the inside of the top end of the plate (13) and the inside of the bottom end of the flitch (14) in the front-back direction, and mortar filling cavities are communicated with the inside of the top end of the plate (13) and the inside of the flitch (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321439037.5U CN220226285U (en) | 2023-06-07 | 2023-06-07 | Assembled building superimposed sheet installation strutting arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321439037.5U CN220226285U (en) | 2023-06-07 | 2023-06-07 | Assembled building superimposed sheet installation strutting arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220226285U true CN220226285U (en) | 2023-12-22 |
Family
ID=89177829
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321439037.5U Active CN220226285U (en) | 2023-06-07 | 2023-06-07 | Assembled building superimposed sheet installation strutting arrangement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220226285U (en) |
-
2023
- 2023-06-07 CN CN202321439037.5U patent/CN220226285U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210002551U (en) | kinds of assembled house frame structure | |
| CN207919737U (en) | A kind of assembled steel-Combined concrete frame structure | |
| CN220226285U (en) | Assembled building superimposed sheet installation strutting arrangement | |
| CN212200877U (en) | Wall body component of assembled low-rise residence | |
| CN210975879U (en) | Assembled haunched post composite beam frame structure system | |
| CN111794421A (en) | Assembled precast concrete floor | |
| CN213926975U (en) | Concrete wall and prefabricated profiled steel sheet combined plate connecting structure | |
| CN215670489U (en) | Be applied to farming and change assembled PC component in room | |
| CN111335530A (en) | Variable cross-section one-way hollow prefabricated slab for block building laminated slab | |
| CN210857609U (en) | Steel plate concrete frame shear structure | |
| CN211622193U (en) | Prefabricated floor assembly part and floor thereof | |
| CN210530084U (en) | Open type steel reinforced concrete composite truss floor | |
| CN208039487U (en) | A kind of connection structure of precast floor slab and precast wall body | |
| CN213329607U (en) | Green's concrete superimposed sheet | |
| CN212295245U (en) | Assembled floor frame construction | |
| CN221461516U (en) | Assembled shear wall structure | |
| CN2441900Y (en) | Concrete integrate boilding board | |
| CN216840057U (en) | Wall frame structure | |
| CN214574943U (en) | Assembled modularization lightweight steel construction wall body | |
| CN219411453U (en) | Composite floor slab structure | |
| CN216787528U (en) | Waterproof prefabricated superimposed sheet type shear wall structure | |
| CN219732323U (en) | Novel fixing system for precast floor slab and superposed beam | |
| CN211228995U (en) | Connecting joint between precast concrete shear wall walls | |
| CN215802460U (en) | Steel frame concrete shear wall structure | |
| CN221810636U (en) | Novel assembled building connection node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |