CN217379838U - Typical node for reinforcing dry operation structure of indoor filler wall masonry - Google Patents
Typical node for reinforcing dry operation structure of indoor filler wall masonry Download PDFInfo
- Publication number
- CN217379838U CN217379838U CN202123099760.7U CN202123099760U CN217379838U CN 217379838 U CN217379838 U CN 217379838U CN 202123099760 U CN202123099760 U CN 202123099760U CN 217379838 U CN217379838 U CN 217379838U
- Authority
- CN
- China
- Prior art keywords
- steel
- channel
- section steel
- vertical
- brickwork
- 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
Images
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model relates to a reinforced (rfd) typical node of dry operation structure of indoor filler wall brickwork, including setting up the steel sheet in filler wall brickwork one side and setting up channel-section steel or the steel sheet at the filler wall brickwork opposite side, the steel sheet of filler wall brickwork one side and the channel-section steel or the steel sheet of filler wall brickwork opposite side are connected through the counter-pulling screw rod that passes the filler wall brickwork, have poured the structure between steel sheet or channel-section steel and the filler wall brickwork and glue for it glues to having poured the structure in the screw rod hole that the screw rod passed. The utility model discloses an adopt the steel construction scheme to realize that indoor infilled wall brickwork does the operation structure and consolidates, in the convenience that improves the construction operation, avoid operating danger, cooperation subsequent handling cross operation, save aspects such as time limit for a project, green, have good construction operability, economic nature, feature of environmental protection.
Description
Technical Field
The utility model relates to a building engineering technical field especially relates to reinforced (rfd) node of indoor infilled wall brickwork dry work structure.
Background
In engineering practice, due to reasons such as improper construction, the indoor filler wall masonry constructional column and the ring beam are not arranged or are not arranged to meet the standard construction requirements. In this case, the relevant reinforcement is generally performed according to the requirements of the masonry structure reinforcement design specification GB 50702. However, when the wall is high and the requirement of reinforcement time is tight, the traditional wet operation mode (reinforcing mesh masonry composite mortar masonry combination mode) adopting the existing specification and the drawing set has the following defects: 1. the construction method has the advantages that the mortar painting of the steel bar mesh is manually carried out, and when the masonry is high, the operation is difficult and certain danger exists; 2. mechanical assistance cannot be adopted, and time and labor are wasted; 3. the traditional masonry reinforcement adopts a mode that both sides of the masonry are operated, and when a long and narrow air shaft is arranged in the middle of the masonry, the masonry cannot be operated on both sides; 4. the wet operation construction has great influence on electromechanical installation and decoration and finishing processes, and causes construction period delay. 5. The wet construction has a great influence on the environment. In this case, a dry operation method is needed to reinforce the structure of the filler wall masonry, so as to avoid the above disadvantages.
Disclosure of Invention
In order to fill the not enough of standard and atlas reinforcing kind at infilled wall brickwork structure, the utility model provides a reinforced typical node of indoor infilled wall brickwork dry work structure provides the alternative for relevant design.
In order to achieve the above purpose, the utility model discloses an adopt following technical scheme: the reinforced (rfd) typical node of infilled wall brickwork dry construction, including setting up the steel sheet and the channel-section steel or the steel sheet of setting at infilled wall brickwork opposite side in infilled wall brickwork one side, the steel sheet of infilled wall brickwork one side and the channel-section steel or the steel sheet of infilled wall brickwork opposite side are connected through the counter-pull screw rod that passes the infilled wall brickwork, have poured into the structure and have glued between steel sheet or channel-section steel and the infilled wall brickwork for the screw rod hole that the counter-pull screw rod passed is filled with the structure and glues.
The steel plate on one side of the filler wall masonry comprises a transverse steel plate and a vertical steel plate, the vertical steel plate is arranged from the upper end to the lower end of the filler wall masonry in a penetrating manner, and the transverse steel plate is welded with the vertical steel plate; the channel-section steel or the steel sheet of filler wall brickwork opposite side link up the setting from the filler wall brickwork upper end to the lower extreme including horizontal channel-section steel and vertical channel-section steel or horizontal steel sheet and vertical steel sheet, vertical channel-section steel or vertical steel sheet, horizontal channel-section steel and vertical channel-section steel or horizontal steel sheet and vertical steel sheet welded connection.
And a stiffening plate for reinforcement is arranged at the joint of the transverse channel steel and the vertical channel steel.
The utility model provides a compound mode that has long and narrow ventilating shaft between to the infilled wall brickwork, the utility model also provides another kind of infilled wall brickwork does the reinforced (rfd) typical node of operation structure, including two parallel infilled wall brickwork, be the ventilating shaft between two infilled wall brickwork, the outside of two infilled wall brickwork all sets up the channel-section steel, the channel-section steel includes horizontal channel-section steel and vertical channel-section steel, and vertical channel-section steel link up the setting from infilled wall brickwork upper end to the lower extreme, horizontal channel-section steel and vertical channel-section steel welded connection, and the junction of horizontal channel-section steel and vertical channel-section steel is equipped with the stiffening plate that the reinforcement was used, and the vertical groove steel sheet in two infilled wall brickwork outsides is connected through the square steel pipe that passes the infilled wall brickwork, and the channel-section steel is connected to the infilled wall brickwork on, has poured into the structure to glue between channel-section steel and the infilled wall brickwork.
According to the built-in allowable thickness condition, the middle node types are three: 1. a double-sided (steel plate + steel plate) system; 2. a bilateral (steel plate + channel steel) mode; 3. the middle part is provided with a combination mode of a long and narrow air shaft. There are two kinds of upper and lower anchor nodes of reinforced constructional column: 1. the upper part and the lower part are connected with a concrete floor slab or a beam; 2. the upper part is connected with the steel beam. The basic member comprises: steel plate, angle steel, channel steel, small-size square steel, structural adhesive, chemical anchor bolt, split screw and the like.
Constructional column and ring beam in the brickwork infilled wall have been replaced to steel sheet, channel-section steel, and its interval requires the setting to the interval of constructional column and ring beam according to the standard, and vertical steel sheet or vertical channel-section steel link up the setting from infilled wall brickwork upper end to the lower extreme, and horizontal steel sheet or horizontal channel-section steel form wholly and segmentation and vertical steel sheet or vertical channel-section steel welded connection through drawing the screw rod. The joint surface of the steel plate, the channel steel and the masonry is filled with structural adhesive to enhance the integrity. The small-size square tube is used at a position with a long and narrow air shaft in the middle, and the integrity of the masonry only reinforced on one side is enhanced by forming a large lattice column. The chemical bolts and the angle steel are used for reinforcing the upper anchoring connection part and the lower anchoring connection part of the constructional column.
The beneficial effects of the utility model are that: the dry operation structure reinforcement of the indoor filler wall masonry is realized by adopting a steel structure scheme, the dry operation structure reinforcement structure can be conveniently operated when the wall body is higher, the danger of full-manual wet operation is avoided, the electromechanical and built-in process cross operation is matched, the reinforcement period is saved, the environment is protected, and the dry operation structure has good construction operability, economy and environmental protection.
Drawings
Fig. 1 is a schematic view of the structure of the double-sided (steel plate + steel plate) mode of the present invention.
Fig. 2 is an enlarged view of a-a of fig. 1.
Fig. 3 is a schematic view of the structure of the two sides (steel plate + channel steel) of the present invention.
Fig. 4 is an enlarged view of B-B of fig. 3.
Fig. 5 is a schematic view of the structure of the utility model with a long and narrow air shaft in the middle.
Fig. 6 is an enlarged view of C-C of fig. 5.
Fig. 7 is the utility model discloses lower extreme and concrete floor connected mode schematic diagram on the vertical steel sheet.
Fig. 8 is an enlarged view of D-D of fig. 7.
Fig. 9 is a schematic view of the connection mode structure of the upper and lower ends of the vertical channel steel and the steel plate and the concrete floor of the present invention.
Fig. 10 is an enlarged view of E-E of fig. 9.
Fig. 11 is the utility model discloses vertical channel-section steel and steel sheet upper end and girder steel connected mode schematic diagram.
Fig. 12 is the utility model discloses vertical channel-section steel and steel sheet upper end and concrete beam connected mode schematic diagram.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and specific embodiments.
Fig. 1 and 2 show a bilateral (steel plate + steel plate) mode, which includes a steel plate 2 in horizontal and vertical directions and a counter-pull screw 3, wherein a vertical steel plate is through, the upper and lower ends of the vertical steel plate are effectively connected with a beam or a plate of a main structure, and a horizontal steel plate is welded with the vertical steel plate; the horizontal and vertical steel plates on two sides of the masonry infilled wall are connected through the split screw rods 3, the steel plates and the masonry infilled wall are filled with structural glue on the surfaces, and the structural glue is filled in screw rod holes. Finally, the criss-cross steel plates and the masonry infilled wall form a stable whole, so that the purpose of reinforcing the masonry infilled wall is achieved. This mode is used for the thinner condition of wall building decorative cover, and the reinforcement will not influence final fitment effect.
Fig. 3 and 4 show a bilateral (steel plate + channel steel) mode, which includes a steel plate 2 with one side in two transverse and vertical directions, a channel steel 1 with the other side in two transverse and vertical directions, a counter-pulling screw 3 and a stiffening plate 4, wherein the vertical channel steel is through, the upper end and the lower end of the vertical channel steel are effectively connected with a beam or a plate of a main structure, and the transverse channel steel is welded with the vertical channel steel; the junction adopts stiffening plate 4 to reinforce, and the channel-section steel and the steel sheet of brickwork infilled wall both sides are connected through counter-pulling screw rod 3, and the channel-section steel and steel sheet and brickwork infilled wall surface are filled with the structure and are glued, also fill in the screw rod hole and glue the structure. Adopt this mode for the wall that this one side was consolidated to the channel-section steel possesses bigger rigidity for the wall that the architectural decoration surface layer is thicker conveniently decorates and just hangs fossil fragments side direction support and brickwork infilled wall and carry out effective connection, avoids fossil fragments side direction support snap-on to be at the risk that the architectural decoration surface layer that the brickwork infilled wall brought drops.
Fig. 5 and 6 show a combination mode of a long and narrow air shaft 13 in the middle, which includes channel steel 1 in two directions of horizontal and vertical on one side of a double wall, a stiffening plate 4, a small-section square steel pipe 5 and a chemical anchor bolt 6, wherein the vertical channel steel is through, the upper end and the lower end of the vertical channel steel are effectively connected with a beam or a plate of a main body structure, and the horizontal channel steel is welded with the vertical channel steel; the junction adopts stiffening plate 4 to reinforce, and the vertical channel-section steel of two brickwork infilled wall unilateral is connected through small-section square steel pipe 5, forms great lattice column, and channel-section steel 1 is connected to on the brickwork infilled wall through chemical anchor bolt 6, and channel-section steel 1 pours into the structure with brickwork infilled wall surface simultaneously and glues.
Fig. 7, the two side (steel sheet + steel sheet) modes shown in fig. 8, lower extreme and concrete floor 14 connected mode on the vertical steel sheet, including vertical steel sheet 2, angle steel 7 and chemical anchor 8, 2 ends of vertical steel sheet weld with angle steel 7 to angle steel 7 upper portion and concrete floor adopt chemical anchor 8 to be connected, steel sheet and angle steel and floor or brickwork infilled wall surface perfusion structural adhesive.
Fig. 9, the two side (steel sheet + channel-section steel) modes shown in fig. 10, the lower extreme and the concrete floor 14 connected mode on vertical steel sheet or the channel-section steel, including vertical channel-section steel 1, vertical steel sheet 2, angle steel 7, to drawing screw rod 9 and to drawing steel sheet 10, vertical channel-section steel 1 and the 2 ends of vertical steel sheet weld with angle steel 7 to angle steel 7 upper portion and concrete floor adopt to drawing screw rod 9 and to drawing steel sheet 10 to be connected, and channel-section steel, steel sheet and angle steel pour into the structure glue with floor or brickwork infilled wall surface.
The connection mode of the upper end of the vertical channel steel or the steel plate and the steel beam shown in the figure 11 comprises a vertical channel steel 1, a vertical steel plate 2 and angle steel 11, wherein the vertical channel steel 1 and the vertical steel plate 2 are welded with the angle steel 11, and the angle steel 11 is welded with the steel beam on the upper portion.
The mode of connection between the upper end of the vertical channel steel or the steel plate shown in fig. 12 and the concrete beam comprises a vertical channel steel 1, a vertical steel plate 2, angle steel 11 and a chemical anchor bolt 12, wherein the vertical channel steel 1 is directly connected with the concrete beam through the chemical anchor bolt 12, the vertical steel plate 2 is welded with the angle steel 11, and the angle steel 11 is connected with the concrete beam on the upper portion through the chemical anchor bolt 12.
Claims (4)
1. The typical node that indoor infilled wall brickwork dry work structure was consolidated, characterized by: including setting up the steel sheet and the channel-section steel or the steel sheet of setting at infilled wall brickwork opposite side in infilled wall brickwork one side, the steel sheet of infilled wall brickwork one side and the channel-section steel or the steel sheet of infilled wall brickwork opposite side are connected through the counter-pulling screw rod that passes the infilled wall brickwork, have filled the structure and have glued between steel sheet or channel-section steel and the infilled wall brickwork for fill the structure in the screw rod hole that the counter-pulling screw rod passed and glue.
2. A typical joint for dry construction reinforcement of indoor filler wall masonry according to claim 1, wherein: the steel plate on one side of the filler wall masonry comprises a transverse steel plate and a vertical steel plate, the vertical steel plate is arranged from the upper end to the lower end of the filler wall masonry in a penetrating manner, and the transverse steel plate is welded with the vertical steel plate; the channel-section steel or the steel sheet of infilled wall brickwork opposite side include horizontal channel-section steel and vertical channel-section steel or horizontal steel sheet and vertical steel sheet, and vertical channel-section steel or vertical steel sheet link up the setting from infilled wall brickwork upper end to the lower extreme, horizontal channel-section steel and vertical channel-section steel or horizontal steel sheet and vertical steel sheet welded connection.
3. A typical joint for dry construction reinforcement of indoor filler wall masonry according to claim 2, wherein: and a stiffening plate for reinforcement is arranged at the joint of the transverse channel steel and the vertical channel steel.
4. The typical node that indoor infilled wall brickwork dry work structure was consolidated, characterized by: including two parallel infilled wall brickwork, be the ventilating shaft between two infilled wall brickwork, the outside of two infilled wall brickwork all sets up the channel-section steel, the channel-section steel includes horizontal channel-section steel and vertical channel-section steel, and vertical channel-section steel link up the setting from the infilled wall brickwork upper end to the lower extreme, and horizontal channel-section steel and vertical channel-section steel welded connection, the junction of horizontal channel-section steel and vertical channel-section steel are equipped with the stiffening plate that the reinforcement was used, and the vertical channel steel board in two infilled wall brickwork outsides is connected through the square steel pipe that passes the infilled wall brickwork, and the channel-section steel is connected to on the infilled wall brickwork through the chemical anchor bolt, has filled the structure and has glued between channel-section steel and the infilled wall brickwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123099760.7U CN217379838U (en) | 2021-12-10 | 2021-12-10 | Typical node for reinforcing dry operation structure of indoor filler wall masonry |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123099760.7U CN217379838U (en) | 2021-12-10 | 2021-12-10 | Typical node for reinforcing dry operation structure of indoor filler wall masonry |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217379838U true CN217379838U (en) | 2022-09-06 |
Family
ID=83094055
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123099760.7U Active CN217379838U (en) | 2021-12-10 | 2021-12-10 | Typical node for reinforcing dry operation structure of indoor filler wall masonry |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217379838U (en) |
-
2021
- 2021-12-10 CN CN202123099760.7U patent/CN217379838U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108797847B (en) | Assembled steel frame infilled wall structure system and construction method thereof | |
| WO2017197853A1 (en) | Insulation precast wall and prefabricated building | |
| CN206053030U (en) | A kind of connecting node of upper load-bearing rotation formula precast concrete exterior wall and girder steel | |
| CN106760053B (en) | Resettable rigid connection assembly type steel frame infilled wall system and construction method thereof | |
| CN102251699A (en) | Residential building system with cast-in-situ beam columns and prefabricated sandwich concrete wall panels and construction method | |
| CN208718152U (en) | Embedded ALC wallboard shock-resistant node structure | |
| CN209194768U (en) | A kind of lightweight concrete slat door separation structure of the window | |
| CN210976588U (en) | Template reinforcing system for double shear walls at deformation joint | |
| CN202125104U (en) | Residential building system formed by cast-in-place beam columns and prefabricated sandwich concrete wall slabs | |
| CN1632252B (en) | Light steel sealed column framework construction system | |
| CN108894456B (en) | Prefabricated foaming ceramic frame exterior wall cladding and manufacturing method thereof | |
| CN100451257C (en) | Concrete complex building of steel meshwork framework, and construction procedure | |
| CN106284749B (en) | A kind of connecting node of upper load-bearing precast concrete exterior wall and girder steel | |
| CN106760059B (en) | Assembled building structure system | |
| CN206737200U (en) | A kind of assembled arthitecutral structure system | |
| CN105275145A (en) | Assembly type multifunctional composite wallboard | |
| CN217379838U (en) | Typical node for reinforcing dry operation structure of indoor filler wall masonry | |
| CN217517862U (en) | Assembled L shape post and ecological interior wall self-tapping nail cluster connection structure | |
| CN104878863A (en) | Light composite floor and construction method thereof | |
| CN209837426U (en) | Assembled timber structure combination superstructure | |
| CN206052975U (en) | A kind of connecting node of upper load-bearing parallel-moving type precast concrete exterior wall and girder steel | |
| CN209742128U (en) | fire banking wall structure and house structure containing same | |
| CN209779873U (en) | assembly type building structure taking round steel pipe-like constrained combined structure as core | |
| CN112982692A (en) | One-way superimposed sheet joint connecting structure and construction method | |
| CN114753692B (en) | Assembled L-shaped column and ecological interior wall self-tapping screw block connection structure and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |