A connection node structure and construction method for the conversion layer of the ceiling suspended by a truss structure

By adopting prefabricated construction methods in the ceiling conversion layer under the truss structure, and using the combination of bolts, anchor bolts and adapter plates, the existing installation process is solved and the construction efficiency and quality is improved.

CN114319682BActive Publication Date: 2025-05-27DECORATION CO LTD OF CHINA CONSTR 3RD ENG BUREAU
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Patent Information

Application Number
CN202111409675.8
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2021-11-25
Publication Date
2025-05-27
Estimated Expiration
2041-11-25

AI Technical Summary

Technical Problem

The installation process of the ceiling conversion layer under the existing truss structure is cumbersome and there are some improvements, which affects the construction efficiency and quality.

Method used

The first bolt, the second bolt, the chemical anchor bolt and the adapter plate are used to cooperate with each other to realize prefabricated construction, further realize factory standardization and mass production, and perform prefabricated assembly at the construction site.

Benefits of technology

Improve production efficiency and construction efficiency, simplify construction measures, and improve construction quality and on-site civilized construction level.

✦ Generated by Eureka AI based on patent content.

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Abstract

The present invention discloses a connection node structure and construction method for a ceiling conversion layer under a truss structure, specifically relating to the technical field of building decoration. It includes a number of reserved adapter parts and a number of main keels installed on the original roof structure. A number of first bolts are installed on the surface of the reserved adapter parts. A secondary keel is installed above the main keel. A movable hoop member is provided with a hoop around the outside of the secondary keel. A number of plug bolts are provided on the surface of the secondary keel. A catwalk assembly is provided above the secondary keel. By changing the traditional process of welding and hooping construction at the construction site, the present invention realizes prefabricated construction, and further realizes factory standardization and batch production, thereby improving production efficiency. At the same time, prefabricated assembly is carried out at the construction site, which is convenient and fast to operate, further improves the construction efficiency and construction quality, and simplifies the construction measures, thereby improving the on-site civilized construction.
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Description

Technical Field

[0001] The present invention relates to the technical field of building decoration. More specifically, the present invention relates to a connection node structure and construction method for a ceiling conversion layer under a truss structure. Background Art

[0002] Currently, in large-space decoration projects, it is often encountered that the ceiling base layer is a truss and grid structure. The suspender cannot be fixed to the base structure alone, and a corresponding conversion layer often needs to be set in the ceiling to meet the fixing of the suspender, so as to meet the requirements of national codes.

[0003] Currently, the setting method of most truss structure conversion layers is to use steel frames for hoop binding, and weld steel frames between the hoop binding parts, arranged bidirectionally to meet the standard arrangement of ceiling suspenders. However, in actual use, there are still many disadvantages. For example, adopting this installation method will lead to a cumbersome installation process and there are areas for improvement. Therefore, we propose a connection node structure and construction method for a ceiling conversion layer under a truss structure to solve the problems raised in the background art. Summary of the Invention

[0004] In order to overcome the above-mentioned defects of the prior art, the embodiments of the present invention provide a connection node structure and construction method for a ceiling conversion layer under a truss structure. Through the mutual cooperation of the first bolt, the second bolt, the chemical anchor bolt, and the adapter plate, prefabricated construction is realized, and further factory standardization and batch production are realized, thereby improving production efficiency. At the same time, prefabricated assembly is carried out at the construction site, which is convenient, fast, and further improves the construction efficiency and construction quality to solve the problems raised in the above-mentioned background art.

[0005] To achieve the above object, the present invention provides the following technical solution: A connection node structure for a ceiling conversion layer under a truss structure, including a plurality of reserved adapter parts and a plurality of main keels installed on the original roof structure. A plurality of first bolts are installed on the surface of the reserved adapter parts. A secondary keel is installed above the main keel. A movable hoop binding part is hoop-bound outside the secondary keel. A steel bar suspender is connected to the bottom end of the movable hoop binding part. A plurality of insertion bolts are provided on the surface of the secondary keel. A catwalk assembly is arranged above the secondary keel;

[0006] The catwalk assembly includes a catwalk installation frame installed above the secondary keel. Catwalk railings are installed on both side walls of the catwalk installation frame. A catwalk steel plate layer is provided between the two catwalk railings.

[0007] In a preferred embodiment, the main keel is arranged between the two reserved adapter pieces. A connecting plate is provided between the main keel and the reserved adapter piece near the position of the reserved adapter piece. One end of the connecting plate is bolted to the main keel through a first bolt, and the other end of the connecting plate is bolted to the reserved adapter piece through a first bolt.

[0008] In a preferred embodiment, the main keel is arranged between the reserved adapter piece and the original structural cross beam. A T-shaped connecting piece is provided between the main keel and the original structural cross beam near the position of the original structural cross beam. One end of the T-shaped connecting piece is bolted to the original structural cross beam through a chemical bolt, and the other end of the T-shaped connecting piece is fixedly bolted to the main keel through a first anchor bolt.

[0009] In a preferred embodiment, two angle codes and a second bolt are fixedly provided at positions on both sides of the secondary keel above the main keel. The ends of the angle codes near the secondary keel are fixed through a second bolt. The ends of the angle codes near the main keel are fixed to the surface of the main keel by welding or using a second bolt. The secondary keels are connected through a plug-in sleeve core.

[0010] In a preferred embodiment, the plug-in sleeve core is parallel to the secondary keel in the same horizontal plane direction.

[0011] In a preferred embodiment, the number of movable hoop members sleeved outside each secondary keel is set to four, and the four movable hoop members are equidistantly arranged outside the secondary keel.

[0012] In a preferred embodiment, the catwalk installation frame is made of several angle steels welded together. The catwalk steel plate layer includes several steel plates. The catwalk railing is welded by several vertically arranged square tubes and horizontally arranged round tubes. The catwalk installation frame is fixed on the upper surface of several secondary keels by welding or bolts. The catwalk steel plate layer is fixed on the catwalk installation frame by welding.

[0013] In a preferred embodiment, several first reserved holes are provided on the surface of the reserved adapter piece, and several second reserved holes are opened on the surfaces of the connecting plate and the main keel. The apertures of the first reserved holes and the second reserved holes are set to be the same.

[0014] In a preferred embodiment, the connecting plate is a component made of a steel material. The main keel is made of I-shaped steel, and the secondary keel is made of square steel.

[0015] In a preferred embodiment, it further includes a construction method for the connection node structure of the conversion layer of the truss structure lower ceiling. The specific construction steps are as follows:

[0016] Step 1: Install chemical anchor bolts, and fix the T-shaped connecting piece to the original structural cross beam through chemical anchor bolts;

[0017] Step 2: Install the main keel. The main keel with threaded holes reserved in the middle is bolted and fixed through the first bolt, connecting plate and reserved adapter. The main keels around are bolted and fixed to the T-shaped connecting piece through the connecting plate;

[0018] Step 3: Install the secondary keel. Bolt and fix the secondary keel to the main keel through angle brackets and the second bolt, and arrange it longitudinally in the north-south direction by means of inserting sleeve cores. When fixing the secondary keel, four groups of movable hoop members are installed outside each secondary keel, and the spacing between the movable hoop members meets the installation specifications of the steel bar suspenders;

[0019] Step 4: Install the catwalk floor slab. The catwalk floor slab consists of a catwalk installation frame and a catwalk steel plate layer. The catwalk installation frame is batch-produced and cut to size by angle steel in the factory, and then the catwalk steel plate layer is welded to the catwalk installation frame, processed into semi-finished products in batch and cut to size in the factory, and placed on the secondary keel at the construction site;

[0020] Step 5: Install the catwalk railing. The catwalk railing is mainly composed of square tubes and round tubes, batch-produced and cut to size into semi-finished products in the factory, and fixed to the catwalk floor slab by bolting at the construction site.

[0021] The technical effects and advantages of the present invention:

[0022] 1. Compared with the prior art through the overall structure designed by the present invention, the present invention changes the traditional construction process of welding and hooping at the construction site, and realizes prefabricated construction through the mutual cooperation of the first bolt, the second bolt, chemical anchor bolts and the adapter plate, and further realizes factory standardization and batch production, thereby improving production efficiency. At the same time, prefabricated assembly is carried out at the construction site, which is convenient, fast, further improves the construction efficiency and construction quality, and simplifies the construction measures, thus improving the on-site civilized construction.

[0023] 2. Through the construction method of the connecting node structure of the ceiling conversion layer under the truss structure designed by the present invention, a new connection and construction method is provided for the traditional ceiling suspender construction process, and a new structure reservation method is provided for similar basic truss or grid structures when using ceiling suspenders. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Figure 1 It is a schematic diagram of one side of the overall structure of the connecting node structure of the ceiling conversion layer under the truss structure of the present invention.

[0025] Figure 2It is a structural schematic diagram of the other side of the overall structure of the connection node structure of the ceiling transfer layer under the truss structure of the present invention.

[0026] Figure 3 It is a structural schematic diagram of the overall structure of the ceiling transfer layer connection node structure under the truss structure of the present invention when viewed from above.

[0027] Figure 4 This is a diagram of the overall structure of the connection node structure of the ceiling transfer layer under the truss structure of the present invention, that is, Figure 1 A detailed enlarged view of the structure at A in the figure.

[0028] Figure 5 The schematic diagram of the horse track mechanism proposed in the present invention.

[0029] Figure 6 It is a structural schematic diagram of the ceiling transfer layer connection node structure under the truss structure of the present invention after the horseway mechanism is removed.

[0030] Figure 7 The structure of the ceiling transfer layer connection node structure under the truss structure of the present invention is the structure after the horseway mechanism is removed, that is, Figure 6 Enlarged view of the structure at point B in the middle.

[0031] The accompanying drawings are marked as follows: 1. reserved adapter; 2. first bolt; 3. connecting plate; 4. main keel; 5. secondary keel; 6. angle code; 7. second bolt; 8. plug-in sleeve; 9. movable clamp; 10. steel bar hanger; 11. chemical anchor; 12. T-shaped connector; 13. original structure beam; 14. horseway installation frame; 15. horseway steel plate layer; 16. horseway railing. DETAILED DESCRIPTION

[0032] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0033] The present invention provides a connection node structure of a ceiling transfer layer under a truss structure. Figure 1 It is a schematic diagram of one side of the overall structure of the present invention. Figure 2 It is a structural schematic diagram of the other side of the overall structure of the connection node structure of the ceiling transfer layer under the truss structure of the present invention. Figure 3 It is a structural schematic diagram of the overall structure of the ceiling transfer layer connection node structure under the truss structure of the present invention when viewed from above.

[0034] like Figure 1As shown in the figure, the connection node structure of the lower ceiling conversion layer of the truss structure of the present invention includes a plurality of reserved adapter parts 1 and a plurality of main keels 4 installed on the original structure of the roof. A plurality of first bolts 2 are installed on the surface of the reserved adapter part 1. A secondary keel 5 is installed above the main keel 4. A movable hoop member 9 is provided with a hoop around the outside of the secondary keel 5. A steel bar hanger 10 is connected to the bottom end of the movable hoop member 9. The secondary keels 5 are connected by inserting sleeve cores 8. A catwalk assembly is provided above the secondary keels 5.

[0035] Continue to refer to Figure 1 , the catwalk assembly includes: a catwalk installation frame 14, catwalk railings 16 and a catwalk steel plate layer 15. Among them, the catwalk installation frame 14 is installed on the upper surface of the secondary keel 5. Catwalk railings 16 are installed on both side walls of the catwalk installation frame 14. A catwalk steel plate layer 15 is provided between the two catwalk railings 16. Preferably, the catwalk installation frame 14 is batch-produced and welded to a fixed size by angle steel in the factory.

[0036] Refer to Figure 1 and Figure 2 and Figure 3 , it can be seen more clearly. Specifically, the main keel 4 is erected between two reserved adapter parts 1. A connecting plate 3 is provided between the main keel 4 and the reserved adapter part 1 at the position where the main keel 4 is close to the reserved adapter part 1. One end of the connecting plate 3 is bolted to the main keel 4 through the first bolt 2, and the other end of the connecting plate 3 is bolted to the reserved adapter part 1 through the first bolt 2.

[0037] Furthermore, continue to refer to Figure 1 and Figure 2 and Figure 3 , the main keel 4 is erected between the reserved adapter part 1 and the original structure cross beam 13. For the structural details between the main keel 4 and the original structure cross beam 13, please refer to Figure 4 .

[0038] Figure 4 This is the overall structural diagram of the connection node structure of the lower ceiling conversion layer of the truss structure of the present invention, that is, Figure 1 The detailed enlarged view of the structure at position A in Figure 4 . Refer to

[0039] It is worth noting that refer to Figures 1 - 3, above the main keel 4, two angle brackets 6 and a second bolt 7 are fixedly arranged at positions on both sides of the secondary keel 5. The ends of the angle brackets 6 close to the secondary keel 5 are fixed by the second bolt 7, and the ends of the angle brackets 6 close to the main keel 4 are fixed to the surface of the main keel 4 by welding or using the second bolt 7. The secondary keels 5 are connected by insertion sleeve cores 8.

[0040] Preferably, the main keel 4 is batch-produced and fixed with angle brackets 6 at a fixed length in the factory, and together with the connecting plate 3, pre-drilled holes are made in the factory according to the positions of the reserved holes of the reserved adapter 1.

[0041] It should be noted that the directions of the insertion sleeve core 8 and the secondary keel 5 on the same horizontal plane are parallel to each other.

[0042] In addition, the number of movable hoop members 9 sleeved outside each secondary keel 5 is set to four, and the four movable hoop members 9 are equidistantly arranged outside the secondary keel 5.

[0043] It should be noted that the catwalk installation frame 14 is made of several angle steels welded together. The catwalk steel plate layer 15 includes several steel plates. The catwalk railing 16 is made of several vertically arranged square tubes and horizontally arranged round tubes welded together. The catwalk installation frame 14 is fixed to the upper surface of several secondary keels 5 by welding or bolts, and the catwalk steel plate layer 15 is fixed to the catwalk installation frame 14 by welding.

[0044] Furthermore, several first reserved holes are provided on the surface of the reserved adapter 1, and several second reserved holes are opened on the surfaces of the connecting plate 3 and the main keel 4. The apertures of the first reserved holes and the second reserved holes are set to be the same.

[0045] It should be noted that in terms of material selection, the connecting plate 3 is a component made of a steel material, the main keel 4 is made of I-beam steel, and the secondary keel 5 is made of square steel.

[0046] The present invention also provides a construction method for the connection node structure of the ceiling conversion layer under the above truss structure, and the specific construction steps are as follows:

[0047] Step 1: Install chemical anchor bolts 11, and fix the T-shaped connector 12 to the original structure cross beam 13 through the chemical anchor bolts 11;

[0048] Step 2: Install the main keel 4. The main keel 4 with threaded holes reserved in the middle is bolted and fixed through the first bolt 2, the connecting plate 3 and the reserved adapter 1, and the main keels 4 around are bolted and fixed to the T-shaped connector 12 through the connecting plate 3;

[0049] Step 3: Install the secondary keel 5. Bolt and fix the secondary keel (5) to the main keel 4 through angle brackets 6, second bolts 7, and connect the secondary keels (5) by means of plug-in sleeves (8), so as to achieve a continuous layout in the north-south direction. When fixing the secondary keel 5, four groups of movable hoop members 9 are installed on the outside of each secondary keel 5;

[0050] Among them, the secondary keel 5 with a standard length of 6 meters is usually selected, and the spacing between the movable hoop members 9 meets the installation specifications of the steel bar hanging rods 10;

[0051] Step 4: Install the catwalk floor slab. The catwalk floor slab consists of a catwalk installation frame 14 and a catwalk steel plate layer 15. The catwalk installation frame 14 is batch-produced and welded to a fixed size by angle steel in the factory, and then the catwalk steel plate layer 15 is welded to the catwalk installation frame 14, processed into semi-finished products in the factory in batch according to a fixed size, and placed on the secondary keel 5 at the construction site;

[0052] Step 5: Install the catwalk railing. The catwalk railing 16 is mainly composed of square tubes and round tubes, batch-produced and processed into semi-finished products by square tubes and round tubes in the factory, and fixed to the catwalk floor slab by bolting at the construction site.

[0053] Working principle: First, install the chemical anchor bolts 11, and fix the T-shaped connecting piece 12 to the original structural cross beam 13 through the chemical anchor bolts 11;

[0054] After the chemical anchor bolts 11 are installed, install the main keel 4. The main keel 4 with reserved threaded holes in the middle is bolted and fixed through the first bolts 2, connecting plates 3, and reserved adapter pieces 1, and the main keels 4 around are bolted and fixed to the T-shaped connecting piece 12 through the connecting plates 3;

[0055] After the main keel 4 is installed, install the secondary keel 5. Bolt and fix the secondary keel 5 to the main keel 4 through angle brackets 6, second bolts 7, and fix the plug-in sleeve 8 by plugging, so as to achieve a continuous layout in the north-south direction. When fixing the secondary keel 5, four groups of movable hoop members 9 are installed on the outside of each secondary keel 5, and the spacing between the movable hoop members 9 meets the installation specifications of the steel bar hanging rods 10;

[0056] After the secondary keel 5 is installed, install the catwalk. When installing the catwalk, first install the catwalk floor slab. The catwalk floor slab consists of a catwalk installation frame 14 and a catwalk steel plate layer 15. The catwalk installation frame 14 is batch-produced and welded to a fixed size by angle steel in the factory, and then the catwalk steel plate layer 15 is welded to the catwalk installation frame 14, processed into semi-finished products in the factory in batch according to a fixed size, and placed on the secondary keel 5 at the construction site; after the catwalk floor slab is installed, install the catwalk railing 16. The catwalk railing 16 is mainly composed of square tubes and round tubes, batch-produced and processed into semi-finished products by square tubes and round tubes in the factory, and fixed to the catwalk floor slab by bolting at the construction site.

[0057] The present invention has the following advantages and effects: An innovative connection node structure and construction method for the conversion layer of the suspended ceiling under the truss structure have changed the traditional on-site welding construction process and adopted an assembly construction process, achieving factory standardization and batch production, on-site assembly, convenient and fast operation, improving construction efficiency and quality, and enhancing on-site civilized construction.

[0058] Finally, several points should be noted: First, in the description of the present application, it should be noted that unless otherwise specified and defined, the terms "installation", "connection", and "coupling" should be understood in a broad sense, which can be mechanical connection or electrical connection, or the internal communication of two components, and can be directly connected. The terms "upper", "lower", "left", "right", etc. are only used to represent relative position relationships. When the absolute position of the object being described changes, the relative position relationship may change;

[0059] Second: In the attached drawings of the disclosed embodiments of the present invention, only the structures related to the disclosed embodiments are involved. For other structures, reference can be made to the general design. Without conflict, the same embodiment and different embodiments of the present invention can be combined with each other;

[0060] Finally: The above are only the preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.

Claims

1. A connecting node structure for the ceiling conversion layer of a truss structure, comprising a plurality of reserved adapters (1) and a plurality of main keels (4) installed on the original roof structure. Characterized in that: A plurality of first bolts (2) are installed on the surface of the reserved adapter (1), a secondary keel (5) is installed above the main keel (4), a movable hoop member (9) is provided with a hoop around the outside of the secondary keel (5), a steel bar suspension rod (10) is connected to the bottom end of the movable hoop member (9), a plurality of plug-in sleeve cores (8) are provided on the surface of the secondary keel (5), and a catwalk assembly is arranged above the secondary keel (5); The catwalk assembly includes a catwalk installation frame (14) installed above the secondary keel (5), catwalk railings (16) are installed on both side walls of the catwalk installation frame (14), and a catwalk steel plate layer (15) is arranged between the two catwalk railings (16); The main keel (4) is erected between the two reserved adapters (1), and a connecting plate (3) is arranged between the main keel (4) and the reserved adapter (1) at a position close to the reserved adapter (1). One end of the connecting plate (3) is bolted to the main keel (4) through the first bolt (2), and the other end of the connecting plate (3) is bolted to the reserved adapter (1) through the first bolt (2); The main keel (4) is erected between the reserved adapter (1) and the original structural cross beam (13), and a T-shaped connecting member (12) is arranged between the main keel (4) and the original structural cross beam (13) at a position close to the original structural cross beam (13). One end of the T-shaped connecting member (12) is bolted to the original structural cross beam (13) through a chemical anchor bolt (11), and the other end of the T-shaped connecting member (12) is bolted and fixed to the main keel (4) through the first bolt (2).

2. A connecting node structure for the ceiling conversion layer of a truss structure according to claim 1, Characterized in that: Two angle brackets (6) and a second bolt (7) are fixedly arranged above the main keel (4) at positions on both sides of the secondary keel (5). The ends of the angle brackets (6) close to the secondary keel (5) are fixed through the second bolt (7), and the ends of the angle brackets (6) close to the main keel (4) are fixed to the surface of the main keel (4) by welding or by using the second bolt (7). The secondary keels (5) are connected through the plug-in sleeve cores (8).

3. A connecting node structure for the ceiling conversion layer of a truss structure according to claim 2, Characterized in that: The directions of the plug-in sleeve core (8) and the secondary keel (5) on the same horizontal plane are parallel to each other.

4. A connecting node structure for the ceiling conversion layer of a truss structure according to claim 1, Characterized in that: The number of movable hoop members (9) sleeved outside each secondary keel (5) is set to four, and the four movable hoop members (9) are equidistantly arranged outside the secondary keel (5).

5. A connecting node structure for the ceiling conversion layer of a truss structure according to claim 1, Characterized in that: The catwalk installation frame (14) is made of several angle steels welded together. The catwalk steel plate layer (15) includes several steel plates. The catwalk railing (16) is formed by welding several vertically arranged square tubes and horizontally arranged round tubes. The catwalk installation frame (14) is fixed on the upper surface of several secondary keels (5) by welding or bolts. The catwalk steel plate layer (15) is fixed on the catwalk installation frame (14) by welding.

6. A connection node structure of a conversion layer of a suspended ceiling under a truss structure according to claim 1, characterized in that: Several first reserved holes are provided on the surface of the reserved adapter (1). Several second reserved holes are opened on the surfaces of the connecting plate (3) and the main keel (4). The first reserved holes and the second reserved holes are set to have the same aperture.

7. A connection node structure of a conversion layer of a suspended ceiling under a truss structure according to claim 1, characterized in that: The connecting plate (3) is a component made of steel. The main keel (4) is made of I-shaped steel, and the secondary keel (5) is made of square steel.

8. A construction method for realizing a connection node structure of a conversion layer of a suspended ceiling under a truss structure as described in any one of claims 1-7, and the specific construction steps are as follows: Step 1: Install chemical anchor bolts (11), and fix the T-shaped connector (12) on the original structure cross beam (13) through the chemical anchor bolts (11); Step 2: Install the main keel (4). The main keel (4) with threaded holes reserved in the middle part is bolted and fixed through the first bolt (2), the connecting plate (3) and the reserved adapter (1). The main keels (4) around are bolted and fixed to the T-shaped connector (12) through the connecting plate (3); Step 3: Install the secondary keel (5). The secondary keel (5) is bolted and fixed to the main keel (4) through the angle code (6) and the second bolt (7), and the secondary keel (5) is connected by means of the inserted sleeve core (8), so as to achieve a through-length arrangement in the north-south direction. Four groups of movable hoop members (9) are installed outside each secondary keel (5) when fixing the secondary keel (5); Step 4: Install the catwalk bottom plate. The catwalk bottom plate is composed of a catwalk installation frame (14) and a catwalk steel plate layer (15). The catwalk installation frame (14) is batch-produced and cut to size by angle steels in the factory and welded together. Then the catwalk steel plate layer (15) is welded to the catwalk installation frame (14), batch-produced and cut to size in the factory to form semi-finished products, and placed on the secondary keel (5) at the construction site; Step 5: Install the catwalk railing (16). The catwalk railing (16) is mainly composed of square tubes and round tubes. It is batch-produced and cut to size by square tubes and round tubes in the factory to form semi-finished products, and fixed to the catwalk bottom plate at the construction site by bolting.

Citation Information

Patent Citations

  • Connecting node structure of suspended ceiling transfer layer under truss structure

    CN216380196U