CN112627393A - Masonry wall structure for frame building engineering - Google Patents
Masonry wall structure for frame building engineering Download PDFInfo
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- CN112627393A CN112627393A CN202011322716.5A CN202011322716A CN112627393A CN 112627393 A CN112627393 A CN 112627393A CN 202011322716 A CN202011322716 A CN 202011322716A CN 112627393 A CN112627393 A CN 112627393A
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- wall structure
- masonry
- masonry wall
- locking
- construction work
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/04—Walls having neither cavities between, nor in, the solid elements
- E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
- E04B2/10—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by filling material with or without reinforcements in small channels in, or in grooves between, the elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Retaining Walls (AREA)
Abstract
The invention discloses a masonry wall structure, particularly discloses a masonry wall structure for frame building engineering, and belongs to the technical field of structural design and construction of building engineering. The masonry wall structure for the frame building engineering is convenient to construct, can meet independent construction requirements, and obviously reduces construction cost. The masonry wall structure comprises tie bars, masonry bodies and connecting layers, wherein the two ends of the tie bars in the connecting layers are longitudinally arranged and are respectively embedded in concrete frames on two sides, and the masonry bodies are connected into a whole through the connecting layers.
Description
Technical Field
The invention relates to a masonry wall structure, in particular to a masonry wall structure for frame building engineering, and belongs to the technical field of structural design and construction of building engineering.
Background
One of the main anti-seismic measures of the masonry structure is the standard arrangement of masonry tie bars. The setting effect of the tie bars directly influences the anti-seismic effect of the masonry.
At present, steel bars with the diameter of 6.5mm are generally adopted by tie bars and arranged according to specifications, and the tie bars are lengthened and bound by iron wires. The method for arranging the tie bars in the masonry can also be used for the masonry constructed by adopting cement mortar, but has the following disadvantages: 1. along with the development needs of modern buildings, indoor masonry is increasingly made of heat-insulating and sound-insulating light masonry, the thickness of horizontal mortar joints of masonry materials is generally 3-5mm according to the specification, and quality problems can be caused if the mortar joints are too large. The commonly used tie bar with the diameter of 6.5mm cannot meet the specification requirement theoretically. The method can only cause the mortar joint to be over thick, wastes materials and generates the hidden danger of the masonry quality. 2. Masonry construction relates to the work of two kinds of worker of building by laying bricks or stones and bar worker, needs the bar worker to carry out the construction of drawknot muscle at the whole side station of building by laying bricks or stones process, and on the one hand the cost of building by laying bricks or stones is too high, construction efficiency is not high, and on the other hand has the hidden danger that the drawknot muscle is not under the standard construction.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the masonry wall structure for the frame building engineering is convenient to construct, can meet independent construction requirements, and obviously reduces construction cost.
The technical scheme adopted for solving the technical problems is as follows: a masonry wall structure for frame building engineering comprises tie bars, masonry bodies and connecting layers, wherein the two ends of the tie bars in the connecting layers are longitudinally arranged and are respectively embedded in concrete frames on two sides, and the masonry bodies are connected into a whole through the connecting layers.
Furthermore, the masonry is a heat-insulating and sound-insulating light masonry.
The preferable mode of the scheme is that the connecting layer is a cement mortar bonding layer, and the tie bars are embedded in the cement mortar bonding layer.
Further, the lacing wire include rigid coupling subassembly, coupling assembling and the lacing wire body, the lacing wire pass through the rigid coupling subassembly be connected with the concrete frame of both sides, the lacing wire body that is arranged in the articulamentum is connected with the rigid coupling subassembly through the coupling assembling that is arranged in corresponding articulamentum.
The preferable mode of the scheme is that the fixed connection component comprises two groups of expansion bolts, the connecting component is provided with connecting holes, and two ends of the tie bar are respectively connected with the concrete frame on the corresponding side through a group of expansion bolts penetrating into the connecting holes.
Further, coupling assembling include two sets of L type connecting plates, the connecting hole set up respectively on the minor face of corresponding L type connecting plate, each L type connecting plate respectively through its long limit and the corresponding end fixed connection of the lacing bar body.
In a preferable mode of the scheme, the tie bar body comprises a steel plate with the thickness smaller than 3mm and the width suitable for the width of the masonry wall, and two ends of the steel plate are respectively in self-locking connection with the long edges of the corresponding L-shaped connecting plates through connecting wedges.
Furthermore, the connecting wedge comprises a middle shaft and a locking head, the long edge of the L-shaped connecting plate and the two ends of the steel plate are respectively provided with a locking hole which are mutually adaptive, and the long edge of the L-shaped connecting plate and the corresponding end of the steel plate are respectively in self-locking connection under the matching of the middle shaft through the locking head which is connected in the corresponding locking hole in a penetrating manner.
The preferred mode of above-mentioned scheme is, equally divide two tip at the long limit of L type connecting plate and steel sheet and do not set up the attenuate step of mutual adaptation, the lock connect the hole all to set up on corresponding attenuate step, the long limit of L type connecting plate is in through corresponding attenuate step respectively with the corresponding tip of steel sheet the auto-lock is connected under the cooperation of lock connect hole and lock solid head and axis.
Further, the locking holes arranged on the long sides of the L-shaped connecting plates are strip-shaped holes along the length direction.
The invention has the beneficial effects that: this application is through setting up one set of masonry wall structure including drawknot muscle, brickwork and articulamentum to the messenger is in along longitudinal arrangement the articulamentum in the concrete frame of both sides is inlayed respectively at the both ends of the drawknot muscle, then make the brickwork pass through the articulamentum connect as a whole. Like this, when building masonry wall structure construction, only need earlier according to the interval of design to bore in advance at the concrete frame at both ends and establish the connecting hole, then the in-process that masonry structure built by laying bricks or stones is responsible for the construction in turn of operating personnel one deck brickwork one deck drawknot muscle of building the construction can, realize that an operating personnel can independently accomplish the construction of building masonry wall structure, it has not just to make things convenient for much more relatively to do construction to have a reinforcement to tie up the worker pestle by side cooperation construction drawknot muscle completely, can satisfy independent construction requirement, reach and show reduction construction cost, the purpose of improvement efficiency of construction.
Drawings
FIG. 1 is a schematic structural view of a masonry wall structure for framing construction work according to the present invention;
FIG. 2 is a schematic view of a connection assembly according to the present invention;
FIG. 3 is a schematic view of a drawstring body according to the present invention;
fig. 4 is a schematic view of a connecting wedge according to the invention.
Labeled as: the concrete frame comprises a tie bar 1, a masonry 2, a connecting layer 3, a concrete frame 4, a connecting assembly 5, a tie bar body 6, an expansion bolt 7, an L-shaped connecting plate 8, a connecting wedge 9, a middle shaft 10 and a locking head 11.
Detailed Description
As shown in fig. 1 to 4, the masonry wall structure for frame building engineering provided by the invention is convenient to construct, can meet independent construction requirements, and remarkably reduces construction cost. The masonry wall structure for the frame building engineering comprises tie bars 1, masonry bodies 2 and connecting layers 3, wherein the two ends of the tie bars 1 in the connecting layers 3 are longitudinally arranged and are respectively embedded in concrete frames 4 on two sides, and the masonry bodies 2 are connected into a whole through the connecting layers 3. This application is through setting up one set of masonry wall structure including drawknot muscle, brickwork and articulamentum to the messenger is in along longitudinal arrangement the articulamentum in the concrete frame of both sides is inlayed respectively at the both ends of the drawknot muscle, then make the brickwork pass through the articulamentum connect as a whole. Like this, when building masonry wall structure construction, only need earlier according to the interval of design to bore in advance at the concrete frame at both ends and establish the connecting hole, then the in-process that masonry structure built by laying bricks or stones is responsible for the construction in turn of operating personnel one deck brickwork one deck drawknot muscle of building the construction can, realize that an operating personnel can independently accomplish the construction of building masonry wall structure, it has not just to make things convenient for much more relatively to do construction to have a reinforcement to tie up the worker pestle by side cooperation construction drawknot muscle completely, can satisfy independent construction requirement, reach and show reduction construction cost, the purpose of improvement efficiency of construction.
In the above embodiment, the masonry 2 is a heat-insulating and sound-insulating light masonry. Connecting layer 3 be cement mortar consolidation layer, tie muscle 1 need inlay cement mortar consolidation layer in structural feature, this application tie muscle 1 should include rigid coupling subassembly, coupling assembling 5 and the tie muscle body 6 at least, generally speaking, tie muscle 1 pass through the concrete frame 4 of rigid coupling subassembly and both sides be connected, the tie muscle body 6 that is arranged in connecting layer 3 is connected with the rigid coupling subassembly through the coupling assembling 5 that is arranged in corresponding connecting layer 3. At this time, the fixed connection assembly preferably comprises two groups of expansion bolts 7, the connection assembly 5 is provided with connection holes, and two ends of the tie bar 1 are respectively connected with the concrete frame 4 on the corresponding side through one group of expansion bolts 7 which are connected in the connection holes in a penetrating manner. Coupling assembling 5 preferably include two sets of L type connecting plates 8's structure, the connecting hole set up respectively on corresponding L type connecting plate 8's minor face, each L type connecting plate 8 respectively through its long limit and the corresponding end fixed connection of the lacing bar body 6. In order to meet the standard requirement that the width of a horizontal mortar joint is required to be ensured to be 3-5mm when the heat-insulating and sound-insulating lightweight masonry is adopted as a main material of a masonry wall structure, the tie bar body 6 comprises a steel plate with the thickness smaller than 3mm and the width matched with the width of the masonry wall, and two ends of the steel plate are respectively in self-locking connection with long edges of corresponding L-shaped connecting plates 8 through connecting wedges 9. At the moment, the connecting wedge 9 comprises a middle shaft 10 and locking heads 11, the long edge of the L-shaped connecting plate 8 and the two end parts of the steel plate are respectively provided with a locking hole which are mutually adaptive, and the long edge of the L-shaped connecting plate 8 and the corresponding end of the steel plate are respectively in self-locking connection under the matching of the middle shaft 10 through the locking heads 11 which are in cross connection in the corresponding locking holes. Simultaneously, in order to guarantee the thickness of each group of lacing wire, equally divide on the long limit of L type connecting plate 8 and two tip of steel sheet and do not set up the attenuate step of mutual adaptation, the lock connect the hole all to set up on corresponding attenuate step, the long limit of L type connecting plate 8 is in through corresponding attenuate step respectively with the corresponding tip of steel sheet the auto-lock is connected under the cooperation of lock connect hole and locking head 11 and axis 10. Moreover, for the convenience of adjustment, the locking hole that sets up in the long limit of L type connecting plate 8 is the bar hole along length direction. Like this, adopt the assembled drawknot muscle setting of this application, can effectively solve the brickwork mortar joint, the drawknot muscle ligature and be not conform to the standard problem, reach and practice thrift and build by laying bricks or stones the cost, improve the efficiency of construction, can guarantee again to build by laying bricks or stones the best effect of quality.
In conclusion, the masonry wall structure provided by the application also has the following advantages,
because the standard requirement of the mortar thickness of the masonry horizontal mortar joint is generally 3-5mm, the standard requirement cannot be met theoretically by adopting the conventional phi 6.5mm tie bar, the method can only cause the mortar joint to be over thick, wastes materials and generates the hidden danger of masonry quality, and meanwhile, the problems of low construction efficiency and incapability of effectively ensuring the construction quality of the tie bar due to the mutual construction of masonry workers and reinforcement workers exist.
The masonry wall structure provided by the application can be realized,
1. the operation is simple, a masonry worker only needs to use the tool for machining the fastening nut, and no reinforcement worker is needed to cooperate, so that the construction efficiency is improved;
2. the iron plate is thin, and can meet the need of masonry mortar joints when placed in the horizontal mortar joints of the masonry, so that the masonry quality is ensured;
3. the construction period is saved due to the reduction of the matching construction time of another work type;
4. the thickness of the horizontal mortar joint of the masonry is reduced, so that materials and cost are saved;
5. the assembled tie bar is manufactured in factories, and the purposes of energy conservation and environmental protection are achieved.
Example one
The assembled tie bar consists of three parts, namely an anchoring part, namely the fixed connection component, a standard part, namely the connection component, a connecting part, namely the tie bar body and a connecting wedge; the anchoring part consists of an anchoring rib anchored in the concrete structure and a nut for fixing the standard part, namely the nut attached to the expansion bolt; the standard part is made of an L-shaped iron plate with the width of 30mm and the thickness of 1mm, the iron plate of the vertical part is provided with a strip-shaped preformed hole, and the end part of the iron plate of the horizontal part is thinned to be 0.5mm and is provided with two preformed holes with the diameter of 6 mm. The connecting piece comprises iron plates with two thinned ends, iron plates with preformed holes with the diameter of 6mm and connecting wedges.
The application method of the assembled lacing wire is as follows,
drawing a brickwork brick arrangement drawing according to the specification, measuring and determining the connecting position of the anchoring piece on the surface of the concrete structure according to the dimension requirement of the skin number rod of the brick arrangement drawing, anchoring the anchoring piece into the concrete structure according to the specification or design requirement, and lengthening the exposed surface of the concrete structure by 5mm according to the thickness of the nut.
When the brickwork is built by laying bricks or stones to anchor assembly position height, place the standard component level on the brickwork, with the nut through the vertical end preformed hole of standard component with anchor assembly and standard component fastening connection can.
And if the length of the standard part cannot meet the specification or design requirement, lengthening by adopting a connecting piece. When the connecting piece is connected, only the two ends of the connecting piece are aligned with the reserved holes with the diameter of 6mm at the horizontal end parts of the standard piece, and then the connecting piece is hammered and fixed by the connecting wedge. The connecting wedge has a self-locking function, the anchoring end at the lower end of the connecting wedge is popped out to lock the two layers of iron plates after hammering, and the height of the connecting wedge exposed out of the surfaces of the iron plates is not more than 3mmm.
After the assembled type tie bars with the height of the layer are installed, the upper masonry is built according to the standard requirements, and when the height of the tie bars needs to be set to the next layer, the lower assembled type tie bars are constructed according to the steps. And the construction is circulated, the anti-seismic system of the tie bars is completely formed, and the masonry is constructed according to the specifications.
Claims (10)
1. A masonry wall structure for frame building engineering which characterized in that: the masonry wall structure comprises tie bars (1), masonry bodies (2) and connecting layers (3), the tie bars (1) in the connecting layers (3) are longitudinally arranged, two ends of each tie bar (1) are embedded in concrete frames (4) on two sides respectively, and the masonry bodies (2) are connected into a whole through the connecting layers (3).
2. A masonry wall structure for frame construction work according to claim 1, characterised in that: the masonry (2) is a heat-insulating and sound-insulating light masonry.
3. A masonry wall structure for frame construction work according to claim 1, characterised in that: the connecting layer (3) is a cement mortar bonding layer, and the tie bars (1) are embedded in the cement mortar bonding layer.
4. A masonry wall structure for framing building engineering according to claim 1 or 2, wherein: lacing bar (1) including rigid coupling subassembly, coupling assembling (5) and the lacing bar body (6), lacing bar (1) pass through the rigid coupling subassembly be connected with concrete frame (4) of both sides, the lacing bar body (6) that are arranged in articulamentum (3) are connected with the rigid coupling subassembly through coupling assembling (5) that are arranged in corresponding articulamentum (3).
5. A masonry wall structure for frame construction work according to claim 4, characterised in that: the fixed connection assembly comprises two groups of expansion bolts (7), connecting holes are formed in the connecting assembly (5), and two ends of the tie bar (1) are connected with the concrete frame (4) on the corresponding side through a group of expansion bolts (7) in the connecting holes in a penetrating mode.
6. A masonry wall structure for frame construction work according to claim 5, characterised in that: coupling assembling (5) include two sets of L type connecting plates (8), the connecting hole set up respectively on the minor face of corresponding L type connecting plate (8), each L type connecting plate (8) respectively through the corresponding end fixed connection of its long limit with the lacing bar body (6).
7. A masonry wall structure for frame construction work according to claim 6, characterised in that: the tie bar body (6) comprises a steel plate with the thickness smaller than 3mm and the width suitable for the width of the masonry wall, and two ends of the steel plate are respectively in self-locking connection with the long edges of the corresponding L-shaped connecting plates (8) through connecting wedges (9).
8. A masonry wall structure for frame construction work according to claim 7, characterised in that: the connecting wedge (9) comprises a middle shaft (10) and locking heads (11), wherein locking holes which are mutually adaptive are respectively formed in the long edge of the L-shaped connecting plate (8) and the two end parts of the steel plate, and the long edge of the L-shaped connecting plate (8) and the corresponding end of the steel plate are respectively in self-locking connection under the matching of the middle shaft (10) through the locking heads (11) which are connected in the corresponding locking holes in a penetrating mode.
9. A masonry wall structure for frame construction work according to claim 8, characterised in that: equally divide on the long limit of L type connecting plate (8) and two tip of steel sheet and do not set up the attenuate step of mutual adaptation, the lock connect the hole all to set up on corresponding attenuate step, the long limit of L type connecting plate (8) is in through corresponding attenuate step respectively with the corresponding tip of steel sheet the auto-lock is connected under the cooperation of lock joint hole and locking head (11) and axis (10).
10. A masonry wall structure for framing building engineering according to claim 9, wherein: the locking connection holes arranged on the long edges of the L-shaped connecting plates (8) are strip-shaped holes along the length direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011322716.5A CN112627393A (en) | 2020-11-23 | 2020-11-23 | Masonry wall structure for frame building engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011322716.5A CN112627393A (en) | 2020-11-23 | 2020-11-23 | Masonry wall structure for frame building engineering |
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| Publication Number | Publication Date |
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| CN112627393A true CN112627393A (en) | 2021-04-09 |
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| CN202011322716.5A Pending CN112627393A (en) | 2020-11-23 | 2020-11-23 | Masonry wall structure for frame building engineering |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2006030053A2 (en) * | 2004-08-17 | 2006-03-23 | Diverhome, S.L. | Set of building construction elements |
| CN205530811U (en) * | 2016-02-17 | 2016-08-31 | 大元建业集团股份有限公司 | Thin mortar joint masonry structure's drawknot net |
| CN108951940A (en) * | 2018-07-20 | 2018-12-07 | 中国地震局工程力学研究所 | A kind of frame wall filled with masonry and the practice discharging attachment device certainly using stress |
| CN208870230U (en) * | 2018-08-01 | 2019-05-17 | 中山市诚盛建材开发有限公司 | A kind of pier nose punching steel plate tension member |
| CN211949044U (en) * | 2020-03-14 | 2020-11-17 | 山西四建集团有限公司 | Infilled wall masonry structure |
-
2020
- 2020-11-23 CN CN202011322716.5A patent/CN112627393A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2006030053A2 (en) * | 2004-08-17 | 2006-03-23 | Diverhome, S.L. | Set of building construction elements |
| CN205530811U (en) * | 2016-02-17 | 2016-08-31 | 大元建业集团股份有限公司 | Thin mortar joint masonry structure's drawknot net |
| CN108951940A (en) * | 2018-07-20 | 2018-12-07 | 中国地震局工程力学研究所 | A kind of frame wall filled with masonry and the practice discharging attachment device certainly using stress |
| CN208870230U (en) * | 2018-08-01 | 2019-05-17 | 中山市诚盛建材开发有限公司 | A kind of pier nose punching steel plate tension member |
| CN211949044U (en) * | 2020-03-14 | 2020-11-17 | 山西四建集团有限公司 | Infilled wall masonry structure |
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Application publication date: 20210409 |
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