CN111005455A - A kind of modular building prestressed tenon joint structure and construction method - Google Patents
A kind of modular building prestressed tenon joint structure and construction method Download PDFInfo
- Publication number
- CN111005455A CN111005455A CN201911281059.1A CN201911281059A CN111005455A CN 111005455 A CN111005455 A CN 111005455A CN 201911281059 A CN201911281059 A CN 201911281059A CN 111005455 A CN111005455 A CN 111005455A
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- China
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- tenon
- mortise
- modular building
- fixedly connected
- steel pipe
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- 238000010276 construction Methods 0.000 title claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 58
- 239000010959 steel Substances 0.000 claims abstract description 58
- 238000003754 machining Methods 0.000 claims description 10
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 9
- 238000000034 method Methods 0.000 description 5
- 238000001125 extrusion Methods 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 3
- 238000011161 development Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
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Classifications
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to the technical field of modular building structures and discloses a modular building prestress mortise and tenon joint structure and a construction method. The invention can be used as a node applied in a modular building structure through the prestress mortise-tenon joint, the node adopts a mode that a steel pipe penetrates through the node and the modular building structure, a steel wire penetrates through the steel pipe, the steel wire is tensioned in advance and concrete is poured to generate prestress so as to fasten and connect the nodes, and then the modular building units are quickly fastened and connected together, so that the modular building module can be quickly assembled and disassembled, and the effect of improving the construction efficiency and quality of the modular building is achieved.
Description
Technical Field
The invention relates to the technical field of modular building structures, in particular to a prestressed mortise and tenon joint structure of a modular building and a construction method.
Background
The modular building is an important trend of development of building industry in recent years, as one of building forms with the highest prefabrication degree in the assembly type building, the modular building gradually develops into a hotspot of building industrialization in China with unique advantages of construction, management and green environmental protection, the modular structure building has the advantages of high integration degree, rapidness and high efficiency in assembly and the like, and connection nodes among modules have obvious influence on the overall performance of a mechanism, so that the modular building is very important in relation to the design of the nodes, the development process of the modular building structure at home and abroad researches on the structural form of the connection nodes from a component assembly level, a modular structure level and a modular building level, and various forms of modular building structure connection nodes have appeared at home and abroad at present and are applied to practical engineering.
Disclosure of Invention
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides a modularization building prestressing force mortise-tenon joint structure, includes the unit module, the edges and corners fixedly connected with mortise of unit module, be provided with the tenon between the adjacent mortise, all be provided with machining hole on tenon and the mortise, the outside of unit module is provided with the steel pipe, the steel pipe runs through machining hole, the outside of unit module is provided with the steel wire.
Preferably, the surface of steel pipe is provided with two sleeves, two through connecting rod fixed connection, two between the sleeve pipe the same mounting panel of sheathed tube front fixedly connected with, the front fixedly connected with application of force handle of mounting panel.
Preferably, two the equal fixedly connected with guide ring in one side that the sleeve pipe was kept away from each other, two the equal threaded connection in one side that the sleeve pipe was kept away from each other has the control screw who is located the guide ring inboard, two the equal fixedly connected with control knob in one end that control screw kept away from each other, the one end that control screw kept away from control knob runs through sleeve pipe fixedly connected with rolling disc, the ring channel has been seted up on the surface of rolling disc, two fixedly connected with is located the installation slide rail of control screw top on the inner wall of one side that the sleeve pipe was kept away from each other, the internal surface sliding connection of installation slide rail has the stripper bar, the one end fixedly connected with rubber grip block that control knob was kept away from to the stripper bar, the front and the back of stripper.
Preferably, the length of the control screw is not less than eight centimeters, and the length of the thread on the outer surface of the control screw is not less than six centimeters.
Preferably, the shape of the upper surface of the force application handle is arc-shaped, and the radian of the upper surface of the force application handle is between one hundred fifty degrees and one hundred eighty degrees.
The invention provides a preparation method of a modular building prestress mortise and tenon joint structure, which comprises the following steps:
s1, mechanically manufacturing the tenon and the mortise, and forming mechanical processing holes on the surfaces of the tenon and the mortise according to the proper size;
s2, fixing the mortises with the end corners of the unit modules in a bolt or welding mode, wherein eight mortises are formed in each unit module;
s3, penetrating steel wires into the steel tube through the machining hole, wherein the steel wires penetrate in the vertical direction, the front direction, the rear direction and the left direction and the right direction;
s4, tightening the steel wire by applying external force, and pouring concrete into the steel pipe;
and S5, after concrete is poured, the steel wires are loosened, and the pre-tightening tension is released, namely the unit modules are tightly connected together through the nodes.
Compared with the prior art, the invention has the beneficial effects that:
(1) the invention can be used as a node applied in a modular building structure through the prestress mortise-tenon joint, the node adopts a mode that a steel pipe penetrates through the node and the modular building structure, a steel wire penetrates through the steel pipe, the steel wire is tensioned in advance and concrete is poured to generate prestress so as to fasten and connect the nodes, and then the modular building units are quickly fastened and connected together, so that the modular building module can be quickly assembled and disassembled, and the effect of improving the construction efficiency and quality of the modular building is achieved.
(2) According to the invention, the two sleeves are sleeved on the outer surface of the steel pipe, the control screw rod is flexibly rotated through the control knob, the rotating disc is moved towards one side close to the steel pipe while rotating through the rotation of the control screw rod, the extrusion rod and the rubber clamping plate are controlled to move towards the steel pipe through the traction rod through the movement of the rotating disc, so that the effect of clamping and fixing the steel pipe by adhering the steel pipe is achieved, the effect of conveniently operating the steel pipe to be inserted into a machining hole is achieved, and the effect of improving the operation efficiency is achieved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the internal structure of the present invention;
FIG. 3 is a schematic view of the connection structure of the tenon, mortise and steel pipe of the present invention;
FIG. 4 is a schematic view of the tenon and mortise construction of the present invention;
FIG. 5 is a schematic view of the construction of the cell module and mortise of the present invention;
FIG. 6 is a front view of the sleeve of the present invention;
fig. 7 is a schematic top view of the bushing of the present invention.
In the figure: 1. a unit module; 2. a tenon; 3. mortises; 4. a steel pipe; 5. machining a hole; 6. a steel wire; 7. a sleeve; 8. mounting a plate; 9. a force application handle; 10. a guide ring; 11. controlling the screw; 12. a control knob; 13. rotating the disc; 14. an annular groove; 15. installing a slide rail; 16. an extrusion stem; 17. a rubber clamping plate; 18. a drawbar.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
Referring to fig. 1-7, a modularization building prestressing force mortise and tenon joint structure, including unit module 1, the edges and corners fixedly connected with mortise 3 of unit module 1, be provided with tenon 2 between the adjacent mortise 3, all be provided with machining hole 5 on tenon 2 and the mortise 3, unit module 1's the outside is provided with steel pipe 4, steel pipe 4 runs through machining hole 5, unit module 1's the outside is provided with steel wire 6, steel pipe 4's surface is provided with two sleeve pipes 7, through connecting rod fixed connection between two sleeve pipes 7, the same mounting panel 8 of the positive fixedly connected with of two sleeve pipes 7, the positive fixedly connected with application of force handle 9 of mounting panel 8, the shape of application of force handle 9 upper surface is the arc, the radian of application of force handle 9 upper surface is between one hundred fifty degrees to one hundred eighty degrees, play the effect of being convenient for the hand snatchs.
The two sleeves 7 are mutually far away from one side of the guide ring 10, the two sleeves 7 are mutually far away from one side of the guide ring 11, the length of the control screw 11 is not less than eight centimeters, the thread length of the outer surface of the control screw 11 is not less than six centimeters, the two sleeves 11 are mutually far away from one end of the control screw 12, the control screw 11 is fixedly connected with the control knob 12, one end of the control knob 12 far away from the control screw 11 penetrates through the sleeve 7 and is fixedly connected with the rotating disc 13, the annular groove 14 is formed in the outer surface of the rotating disc 13, the two sleeves 7 are mutually far away from one side of the inner wall of the inner.
The invention provides a preparation method of a modular building prestress mortise and tenon joint structure, which comprises the following steps:
s1, mechanically manufacturing the tenon 2 and the mortise 3, and forming mechanical processing holes 5 on the surfaces of the tenon 2 and the mortise 3 according to the proper size;
s2, fixing the mortises 3 with the end corners of the unit modules 1 in a bolt or welding mode, and arranging eight mortises 3 in each unit module 1;
s3, penetrating the steel pipe 4 into the steel wire 6 through the machining hole 5, and penetrating the steel wire 6 in the vertical direction, the front and back direction and the left and right direction;
s4, tensioning the steel wire 6 by applying external force, and pouring concrete into the steel pipe 4;
and S5, after concrete is poured, the steel wire 6 is loosened, and the pre-tightening tension is released, namely the unit modules 1 are tightly connected together through the nodes.
The invention can be used as a node applied in a modular building structure through the prestress mortise-tenon joint, the steel pipe 4 penetrates through the node and the modular building structure, the steel wire 6 is penetrated in the steel pipe 4, prestress is generated by pre-tensioning the steel wire 6 and pouring concrete, so as to fasten and connect the nodes, and further the modular building units are quickly fastened together, so that the modular building module can be quickly assembled and disassembled, and the effect of improving the construction efficiency and quality of the modular building is achieved.
According to the invention, the two sleeves 7 are sleeved on the outer surface of the steel pipe 4, the control screw 11 is flexibly rotated through the control knob 12, the rotation of the control screw 11 enables the rotating disc 13 to move towards one side close to the steel pipe 4 while rotating, the rotating disc 13 moves to control the extrusion rod 16 and the rubber clamping plate 17 to move towards the steel pipe 4 through the traction rod 18, so that the steel pipe 4 is clamped and fixed by being attached to the steel pipe, the effect of conveniently operating the steel pipe 4 to be inserted into the machining hole 5 is achieved, and the effect of improving the operation efficiency is achieved.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911281059.1A CN111005455B (en) | 2019-12-13 | 2019-12-13 | A modular building prestressed mortise and tenon joint structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911281059.1A CN111005455B (en) | 2019-12-13 | 2019-12-13 | A modular building prestressed mortise and tenon joint structure and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN111005455A true CN111005455A (en) | 2020-04-14 |
| CN111005455B CN111005455B (en) | 2025-03-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201911281059.1A Active CN111005455B (en) | 2019-12-13 | 2019-12-13 | A modular building prestressed mortise and tenon joint structure and construction method |
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| Country | Link |
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| CN (1) | CN111005455B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501993A (en) * | 2020-05-07 | 2020-08-07 | 沈荣芳 | Splicing type building steel frame assembly structure and assembly method thereof |
| CN115043092A (en) * | 2022-07-22 | 2022-09-13 | 天元建设集团有限公司 | Mortise and tenon type steel pipe bundle capable of being positioned |
| US20240368878A1 (en) * | 2021-07-23 | 2024-11-07 | Cnqc Intelligent Construction (Hk) Limited | Connection systems and methods for cubic structures |
Citations (7)
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|---|---|---|---|---|
| GB592606A (en) * | 1945-05-11 | 1947-09-23 | Rheinallt Morgan Jones | Improvements relating to constructional blocks |
| CN2633998Y (en) * | 2003-06-27 | 2004-08-18 | 张风林 | Combined integrated block |
| AU2005287747A1 (en) * | 2004-09-21 | 2006-03-30 | Beijing Vit Mobile Technologies Co., Ltd | Sliding sheet type of variable-teeth gear |
| EP2971400A1 (en) * | 2013-03-13 | 2016-01-20 | SFS Intec Holding AG | Nozzle and fastening element for fastening a material layer |
| CN109610870A (en) * | 2018-12-20 | 2019-04-12 | 董立志 | A kind of reinforcing support construction for architectural engineering |
| CN209145000U (en) * | 2018-09-20 | 2019-07-23 | 中冶天工(天津)装备制造有限公司 | A kind of assembling type steel structure modularization campsite building construction system |
| CN211850023U (en) * | 2019-12-13 | 2020-11-03 | 中冶天工集团有限公司 | A modular building prestressed tenon joint structure |
-
2019
- 2019-12-13 CN CN201911281059.1A patent/CN111005455B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB592606A (en) * | 1945-05-11 | 1947-09-23 | Rheinallt Morgan Jones | Improvements relating to constructional blocks |
| CN2633998Y (en) * | 2003-06-27 | 2004-08-18 | 张风林 | Combined integrated block |
| AU2005287747A1 (en) * | 2004-09-21 | 2006-03-30 | Beijing Vit Mobile Technologies Co., Ltd | Sliding sheet type of variable-teeth gear |
| EP2971400A1 (en) * | 2013-03-13 | 2016-01-20 | SFS Intec Holding AG | Nozzle and fastening element for fastening a material layer |
| CN209145000U (en) * | 2018-09-20 | 2019-07-23 | 中冶天工(天津)装备制造有限公司 | A kind of assembling type steel structure modularization campsite building construction system |
| CN109610870A (en) * | 2018-12-20 | 2019-04-12 | 董立志 | A kind of reinforcing support construction for architectural engineering |
| CN211850023U (en) * | 2019-12-13 | 2020-11-03 | 中冶天工集团有限公司 | A modular building prestressed tenon joint structure |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501993A (en) * | 2020-05-07 | 2020-08-07 | 沈荣芳 | Splicing type building steel frame assembly structure and assembly method thereof |
| CN111501993B (en) * | 2020-05-07 | 2022-01-28 | 山东永固钢结构集团有限公司 | Splicing type building steel frame assembly structure and assembly method thereof |
| US20240368878A1 (en) * | 2021-07-23 | 2024-11-07 | Cnqc Intelligent Construction (Hk) Limited | Connection systems and methods for cubic structures |
| CN115043092A (en) * | 2022-07-22 | 2022-09-13 | 天元建设集团有限公司 | Mortise and tenon type steel pipe bundle capable of being positioned |
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| Publication number | Publication date |
|---|---|
| CN111005455B (en) | 2025-03-11 |
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