CN213868553U - Corrugated steel plate integrated wall structure - Google Patents

Corrugated steel plate integrated wall structure Download PDF

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Publication number
CN213868553U
CN213868553U CN202021555057.5U CN202021555057U CN213868553U CN 213868553 U CN213868553 U CN 213868553U CN 202021555057 U CN202021555057 U CN 202021555057U CN 213868553 U CN213868553 U CN 213868553U
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China
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steel
wall body
wall
structure frame
corrugated
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CN202021555057.5U
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Inventor
娄霓
周永安
易国辉
江海涛
庄彤
王东
张兰英
朱进岳
黄浩
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National Residential Human Habitat Engineering Consultants Co ltd
Guangdong CIMC Building Construction Co Ltd
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National Residential Human Habitat Engineering Consultants Co ltd
Guangdong CIMC Building Construction Co Ltd
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Abstract

The utility model provides a corrugated steel plate integrated wall structure, the integrated wall structure comprises a wall body, a steel structure frame column and a steel structure frame beam, wherein the wall body comprises a corrugated steel plate, a horizontal steel belt, filling rock wool, a light steel keel and refractory plates at two sides of the wall body; the outdoor side cladding panel is clad by a refractory plate and is fixed with the horizontal steel belt; the indoor side cladding panel of the wall body is fixed by criss-cross light steel keels; and the light steel keel and the wall stress steel framework are welded or fixed by screws. The utility model provides a pair of integrated wall body structure of ripple steel sheet can solve steel construction skeleton wall body atress, heat preservation and fire prevention problem systematically, and the integrated preparation of mill effectively improves assembly efficiency and construction quality.

Description

Corrugated steel plate integrated wall structure
Technical Field
The utility model relates to a building engineering technical field, in particular to integrated wall body structure of deck tape steel.
Background
The cold-rolled continuous hot-dip galvanized thin steel plate and steel strip with the corrugated steel plate thickness of 0.25-2.5 mm are rolled into a wave shape by a machine, and the corrugated steel plate has the advantages of attractive and elegant appearance, light weight, firmness, durability, convenience and quickness in installation, convenience in recovery, environmental friendliness and the like and is widely applied to large industrial factory building wall systems and roofing systems.
Along with the development of modularization steel construction building, ripple steel sheet structure has obtained the application in modularization building in recent years, makes the simple to operate of modularization steel construction building, and durable, ripple steel sheet makes things convenient for the mill to prefabricate moreover, can improve the site operation efficiency of modularization steel construction building.
However, the corrugated steel plate integrated wall structure applicable to the current steel structure module building has the problems of stress, heat preservation and fire prevention of the steel structure framework wall body and low assembly efficiency and construction quality.
Therefore, in order to solve the problems in the prior art, a corrugated steel plate integrated wall structure for improving the stress of corrugated plates in a corrugated plate building and the fireproof capacity of a corrugated plate wall is needed.
SUMMERY OF THE UTILITY MODEL
One aspect of the utility model is to provide a corrugated steel plate integrated wall structure, which comprises a wall body, steel structure frame columns and steel structure frame beams, wherein the wall body comprises corrugated steel plates, horizontal steel belts, filling rock wool, light steel keels and two side covering plates of the wall body,
the steel structure frame columns, the steel structure frame beams and the corrugated steel plates form a stressed framework of the wall body, and the corrugated steel plates are located on the outdoor side of the wall body and are flush with the steel structure frame columns;
the horizontal steel strips are positioned outside the corrugated steel plate chamber, welded with the corrugated steel plate and vertically and uniformly arranged at intervals along the wall body; the outdoor side cladding panel is clad by a refractory plate and is fixed with the horizontal steel belt; the indoor side cladding panel of the wall body is fixed by criss-cross light steel keels; and the light steel keel and the wall stress steel framework are welded or fixed by screws.
Preferably, the periphery of the corrugated steel plate is welded or screwed with the steel structure frame columns and/or the steel structure frame beams.
Preferably, the joints of the top and the bottom of the steel structure frame column and the steel structure frame beam are provided with joint box node structures, one side of the joint box at the bottom of the frame column, which is close to the outer wall, is provided with a first working groove, and one side of the joint box at the top of the frame column, which is close to the outer wall, is provided with a second working groove corresponding to the first working groove;
the bottom of the connecting box at the bottom of the steel structure frame column is provided with a positioning hole and a bolt hole for connection, and the bolt hole is in an oblong shape;
the steel structure frame column top's connecting box top sets up and connects with location awl and bolt hole, the location awl with the column bottom connecting box locating hole size corresponds, the bolt hole is circular.
The utility model provides a pair of integrated wall body structure of ripple steel sheet is through arranging the buckled plate between two-layer refractory slab to arrange the light gauge steel between two-layer refractory slab, can solve steel construction skeleton wall body atress, heat preservation and fire prevention problem systematically, the integrated preparation of mill effectively improves assembly efficiency and construction quality, and the utility model provides a pair of integrated wall body structure of ripple steel sheet adopts integrated holistic wall body structure between the two-layer refractory slab, can effectively improve the refractiveness of the integrated wall body structure of ripple steel sheet.
It is to be understood that both the foregoing general description and the following detailed description are exemplary and explanatory and are not restrictive of the invention, as claimed.
Drawings
Further objects, functions and advantages of the present invention will become apparent from the following description of embodiments of the present invention, with reference to the accompanying drawings, in which:
fig. 1 schematically shows a longitudinal cross-sectional view of a corrugated steel plate integrated wall structure according to the present invention.
Fig. 2 shows a transverse cross-sectional view of the corrugated steel plate integrated wall structure of the present invention.
Fig. 3 shows an enlarged view of the region a in fig. 1. Figure 4 shows an overall schematic view of the structure of the connection points of the steel structural frame columns to the steel structural frame beams.
Figure 5 shows a state diagram of the separation of the upper and lower modules of the point of attachment structure of the steel frame columns to the steel frame beams.
Figure 6 shows a schematic view of the horizontal connections between the points of attachment of the steel frame columns to the steel frame beams.
Figure 7 shows a B-B cross-sectional view of the inter-module horizontal connectors of the steel structural frame column to steel structural frame beam connection point structure.
Figure 8 shows a cross-sectional view a-a of the upper module bottom connector of the steel frame column to steel frame beam connection point structure.
Figure 9 shows a top view of the lower deck modular top connection of the steel frame column to steel frame beam connection point structure.
Detailed Description
The objects and functions of the present invention and methods for accomplishing the same will be apparent by reference to the exemplary embodiments. However, the present invention is not limited to the exemplary embodiments disclosed below; it can be implemented in different forms. The nature of the description is merely to assist those skilled in the relevant art in a comprehensive understanding of the specific details of the invention.
Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. In the drawings, the same reference numerals denote the same or similar parts, or the same or similar steps.
In order to solve the problem that the corrugated steel plate atress of corrugated steel plate wall body is not enough among the prior art and fire behavior is poor, according to the embodiment of the utility model discloses an integrated wall body structure of corrugated steel plate is provided, as shown in fig. 1 the utility model relates to a vertical section of the integrated wall body structure of corrugated steel plate, fig. 2 is shown the utility model relates to a horizontal section of the integrated wall body structure of corrugated steel plate, the regional enlarger of a in the picture 1 that fig. 3 is shown. The utility model provides an integrated wall body structure of deck plate, includes wall body 1, steel construction frame post 3, steel construction frame roof beam 2, wall body 1 includes deck plate 102, horizontal steel band 106, packing rock wool 103, light gauge steel 104 and wall body both sides clad plate (outside clad plate 101 and inboard clad plate 105).
The steel structure frame column 3, the steel structure frame beam 2 and the corrugated steel plate 102 form a stressed framework of the wall body, and the corrugated steel plate 102 is located outside the wall body chamber and flush with the steel structure frame column 3.
The horizontal steel strips 106 are positioned outside the corrugated steel plate 102, welded with the corrugated steel plate 102 and uniformly arranged along the vertical direction of the wall body at intervals; the outdoor side cladding panel 101 is coated by a refractory plate and is fixed with the horizontal steel belt 106; the wall indoor side cladding panel 105 is fixed by criss-cross light steel keels 104; the light steel keel 104 is welded or fixed with the wall stressed steel framework through screws. The periphery of the corrugated steel plate is welded or screwed with the steel structure frame columns and/or the steel structure frame beams. According to the utility model discloses an embodiment, steel structure frame post and steel structure frame roof beam tie point structure are connected upper module and lower floor's module. Connecting box node structures are arranged at the joints of the tops and the bottoms of the steel structure frame columns and the steel structure frame beams, a first working groove is formed in one side, close to the outer wall, of the connecting box at the bottom of each frame column, and a second working groove corresponding to the first working groove is formed in one side, close to the outer wall, of the connecting box at the top of each frame column; the bottom of the connecting box at the bottom of the steel structure frame column is provided with a positioning hole and a bolt hole for connection, and the bolt hole is in an oblong shape; the top of the top connecting box of the steel structure frame column is provided with a positioning cone and a bolt hole for connection, the positioning cone corresponds to the positioning hole of the connecting box at the bottom of the column in size, and the bolt hole is circular.
Referring to the following description in conjunction with the specific embodiments, fig. 4 shows an overall schematic view of a connection point structure of a steel-structure frame column and a steel-structure frame beam; fig. 5 shows a separation state diagram of an upper module and a lower module of a connection point structure of a steel-structure frame column and a steel-structure frame beam, the connection point structure of the steel-structure frame column and the steel-structure frame beam comprises an upper module bottom connector 401 and a lower module top connector 501, an inter-module horizontal connector 601 is provided with a first working groove 4011 on one side of an outer wall of the upper module bottom connector 401, and a second working groove 5011 corresponding to the first working groove 4011 on one side of an outer wall of the lower module top connector 501. It should be noted that the utility model discloses first work groove 4011 is seted up in outer wall one side of connecting piece 401 at the bottom of the upper module to do not run through to interior wall, make indoor keeping intact after decorating in the module. Similarly, the second working slot 5011 of the present invention is opened on the outer wall of the lower module top connector 501, and does not penetrate the inner wall surface, so as to maintain the interior of the module intact after finishing. During assembly, the lower module 50 is fixed, the upper module 40 which is finished indoors and decorated is accurately and directly butted with the lower module 50 through the positioning cone 801, and the upper module bottom connecting piece 401 and the lower module top connecting piece 501 are fixed by extending into the first working groove 4011 and the second working groove 5011 from the outside of a house through the bolts 701. Thereby eliminating the need to destroy the interior finish of the modular chamber.
According to the embodiment of the present invention, the upper module bottom connector 401 is welded to the beam column node of the upper module 40, specifically, the upper module bottom connector 401 is welded to the nodes of the steel structure frame beam 2 and the steel structure frame column 3 of the upper module 40; the lower module top connector 501 is welded to the beam column node of the lower module 50, specifically, the lower module top connector 501 is welded to the node of the steel frame beam 2 and the steel frame column 3 of the lower module 50.
A description will be given of the inter-module connection point structure in further conjunction with the present embodiment, for example, fig. 6 shows a schematic view of an inter-module horizontal connection member of a connection point structure of a steel-structure frame column and a steel-structure frame beam, and fig. 7 shows a B-B cross-sectional view of an inter-module horizontal connection member of a connection point structure of a steel-structure frame column and a steel-structure frame beam; the inter-module horizontal connecting member 601 is provided with a first positioning hole 6011 and a first bolt hole 6012, and the first positioning hole 6011 is opened at both sides of the inter-module horizontal connecting member 601 and is used for extending into a positioning cone to position an upper module and a lower module. According to the left and right modules that the upper and lower modules have respectively, the first bolt hole 6012 is divided into two groups, one group is used for fixing the upper module and the lower module on the left side through bolts, and the other group is used for fixing the upper module and the lower module on the right side through bolts. Fig. 8 shows a cross-sectional view a-a of an upper module bottom connector of a connection point structure of a steel-structure frame column and a steel-structure frame beam, fig. 9 shows a top view of a lower module top connector of the connection point structure of the steel-structure frame column and the steel-structure frame beam, the upper module bottom connector 401 is provided with a second positioning hole 4013 corresponding to a first positioning hole 6011, and the lower module top connector 501 is provided with a third positioning hole 5013 corresponding to the first positioning hole 6011. The upper module bottom connector 401 is provided with a second bolt hole 4012 corresponding to the first bolt hole 6012, and the lower module top connector 501 is provided with a third bolt hole 5012 corresponding to the first bolt hole 6012.
When the modules are assembled, the lower-layer module is fixed, the third positioning hole 5013 is inserted into the positioning cone, the horizontal connecting piece 601 between the modules is sleeved on the positioning cone through the first positioning hole 6011, the upper-layer module is hoisted to the position above the lower-layer module according to the position of the positioning cone, and the positioning cone is inserted into the second positioning hole 4013 of the bottom connecting piece 401 of the upper-layer module. The upper module is spliced to the lower module, extends into the first working groove and the second working groove manually, and passes through the third bolt holes 5012, the first bolt holes 6012 and the second bolt holes 4012 through bolts to fix the upper module and the lower module.
According to the utility model discloses an embodiment, the diameter of first bolt hole 6012 is greater than the diameter of second bolt hole 4012, and the diameter 6012 of first bolt hole is greater than simultaneously the diameter 5012 of third bolt hole through to horizontal connector setting between the module first bolt hole 6012 that is greater than second bolt hole 4012 diameter and third bolt hole 5012 diameter. The assembling error of the upper-layer module in the construction site can be effectively reduced by the dislocation generated in the assembling process of the upper-layer module bottom connecting piece 401 and the lower-layer module top connecting piece 501. Preferably, in some embodiments, the second bolt hole 4012 is oblong; in other embodiments, the third bolt hole 5012 is circular.
The utility model provides a pair of integrated wall body structure of ripple steel sheet is through arranging the buckled plate between two-layer refractory slab to arrange the light gauge steel between two-layer refractory slab, can solve steel construction skeleton wall body atress, heat preservation and fire prevention problem systematically, the integrated preparation of mill effectively improves assembly efficiency and construction quality, and the utility model provides a pair of integrated wall body structure of ripple steel sheet adopts integrated holistic wall body structure between the two-layer refractory slab, can effectively improve the refractiveness of the integrated wall body structure of ripple steel sheet.
Other embodiments of the invention will be apparent to those skilled in the art from consideration of the specification and practice of the invention disclosed herein. It is intended that the specification and examples be considered as exemplary only, with a true scope and spirit of the invention being indicated by the following claims.

Claims (3)

1. The integrated wall structure of the corrugated steel plate is characterized by comprising a wall body, steel structure frame columns and steel structure frame beams, wherein the wall body comprises the corrugated steel plate, a horizontal steel belt, filling rock wool, light steel keels and covering plates at two sides of the wall body,
the steel structure frame columns, the steel structure frame beams and the corrugated steel plates form a stressed framework of the wall body, and the corrugated steel plates are located on the outdoor side of the wall body and are flush with the steel structure frame columns;
the horizontal steel strips are positioned outside the corrugated steel plate chamber, welded with the corrugated steel plate and vertically and uniformly arranged at intervals along the wall body; the outdoor side cladding panel is clad by a refractory plate and is fixed with the horizontal steel belt; the indoor side cladding panel of the wall body is fixed by criss-cross light steel keels; and the light steel keel and the wall stress steel framework are welded or fixed by screws.
2. The wall structure according to claim 1, wherein the corrugated steel plate is welded or screwed to the steel structural frame columns and/or the steel structural frame beams at the periphery.
3. The wall structure according to claim 1, wherein a junction box node structure is arranged at the junction of the top and bottom of the steel-structure frame column and the steel-structure frame beam, a first working groove is formed in one side, close to the outer wall, of the bottom junction box of the steel-structure frame column, and a second working groove corresponding to the first working groove is formed in one side, close to the outer wall, of the top junction box of the steel-structure frame column;
the bottom of the connecting box at the bottom of the steel structure frame column is provided with a positioning hole and a bolt hole for connection, and the bolt hole is in an oblong shape;
the steel structure frame column top connecting box top sets up location awl and bolt hole for the connection, the location awl with the column bottom connecting box locating hole size corresponds, the bolt hole is circular.
CN202021555057.5U 2020-07-31 2020-07-31 Corrugated steel plate integrated wall structure Active CN213868553U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021555057.5U CN213868553U (en) 2020-07-31 2020-07-31 Corrugated steel plate integrated wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021555057.5U CN213868553U (en) 2020-07-31 2020-07-31 Corrugated steel plate integrated wall structure

Publications (1)

Publication Number Publication Date
CN213868553U true CN213868553U (en) 2021-08-03

Family

ID=77033871

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021555057.5U Active CN213868553U (en) 2020-07-31 2020-07-31 Corrugated steel plate integrated wall structure

Country Status (1)

Country Link
CN (1) CN213868553U (en)

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