CN112663943A - Building structure wall construction method - Google Patents
Building structure wall construction method Download PDFInfo
- Publication number
- CN112663943A CN112663943A CN202011465108.XA CN202011465108A CN112663943A CN 112663943 A CN112663943 A CN 112663943A CN 202011465108 A CN202011465108 A CN 202011465108A CN 112663943 A CN112663943 A CN 112663943A
- Authority
- CN
- China
- Prior art keywords
- side plate
- fixedly connected
- base
- plate
- curb plate
- 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.)
- Pending
Links
Images
Landscapes
- Finishing Walls (AREA)
Abstract
The invention provides a building structure wall construction method, and relates to the technical field of building structure wall construction. This building structure wall builds, including base, first curb plate, second curb plate and framework of steel reinforcement, the ground fixed connection of base, the equal swing joint of first curb plate and second curb plate is at the top of base, the equal fixed connection framework of medial surface of first curb plate and second curb plate, one of them framework of steel reinforcement's side fixedly connected with fixed connection piece, fixed connection piece's side fixedly connected with go-between, the side fixedly connected with lacing wire of go-between, the one end of lacing wire runs through the second curb plate, the left side of first curb plate is provided with supporting platform. Install the curb plate structure through adopting rotatory mode, then stimulate two curb plates through the lacing wire structure and merge, very simple in the time of the installation, efficiency that can greatly increased build the wall practices thrift the human cost.
Description
Technical Field
The invention relates to the technical field of building structure wall construction, in particular to a building structure wall construction method.
Background
In the building industry, when a wall is built, an inner formwork and an outer formwork are generally erected on two sides of a steel bar structure frame, then concrete is poured between the inner formwork and the outer formwork to form a poured wall, after the wall is integrally built, surface treatment needs to be carried out on the wall to achieve a series of functional light bodies such as heat preservation, sound insulation and moisture prevention, and then decoration is carried out on the outermost layer.
The applicant finds that a Chinese patent discloses a building structure wall and a building structure wall construction method through retrieval when applying the invention, the application number is 202010792483.9, and the patent mainly adjusts the levelness of an outer die plate group and an inner die plate group according to requirements to form a smooth outer wall surface and an inner wall surface, so that the inner wall surface and the outer wall surface of the wall have better aesthetic property, the wall can be constructed more accurately, and the construction quality is greatly improved. Moreover, the building structure wall is convenient and quick to construct, and the templates do not need to be dismantled in the later period, so that the building construction efficiency is greatly improved, and the building construction cost is reduced.
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the invention provides a building structure wall construction method, which solves the problems that the existing template group is installed in a splicing mode and is not suitable for being used on an inclined wall surface, and the splicing plate structure strength is insufficient due to unstable stress.
(II) technical scheme
In order to achieve the purpose, the invention is realized by the following technical scheme: a building structure wall structure comprises a base, a first side plate, a second side plate and a steel reinforcement framework, wherein the foundation of the base is fixedly connected, the first side plate and the second side plate are movably connected to the top of the base, the inner side surfaces of the first side plate and the second side plate are fixedly connected with the steel reinforcement framework, the side surface of one steel reinforcement framework is fixedly connected with a fixed connecting block, the side surface of the fixed connecting block is fixedly connected with a connecting ring, the side surface of the connecting ring is fixedly connected with a tie bar, one end of the tie bar penetrates through the second side plate, and a supporting platform is arranged on the left side of the first side plate;
the steel bar framework is divided into two parts, wherein one part of the steel bar framework is fixedly connected to the side surface of the first side plate, and the other part of the steel bar framework is fixedly connected to the side surface of the second side plate;
concrete is poured between the first side plate and the second side plate, and a plurality of groups of rectangular holes are formed in the upper surface of the base.
Preferably, the supporting platform comprises a bottom support, a supporting rod and a supporting flat plate, wherein the bottom support and the supporting flat plate are respectively and fixedly connected to two ends of the supporting rod.
Preferably, the base passes through bottom inserted bar and ground fixed connection, the top of base is through installation nail fixedly connected with unable adjustment base, unable adjustment base's first connecting block of top fixedly connected with, first connecting block and first curb plate swing joint, first connecting block and second curb plate swing joint.
Preferably, the first side plate and the second side plate are both made of functional materials, so that the first side plate and the second side plate have at least one of heat preservation, sound insulation and moisture resistance.
Preferably, the steel bar framework is fixedly connected with the first side plate through a fixing frame, and the steel bar framework is fixedly connected with the second side plate through a fixing frame.
A method of constructing a building structure wall, comprising the steps of:
step 1, firstly, building a foundation by using concrete, fixedly connecting a bottom inserted rod on the concrete foundation, and waiting for the concrete to solidify;
step 6, penetrating the lacing wire through the second side plate, pushing the second side plate to stand by pulling the lacing wire, and fixing the lacing wire and the second side plate;
and 7, pouring concrete between the first side plate and the second side plate.
Preferably, the included angle between the first side plate or the second side plate and the plane of the base is set to be 60-110 degrees.
(III) advantageous effects
The invention provides a building structure wall construction method. The method has the following beneficial effects:
1. according to the invention, the side plate structure is installed in a rotating mode, and then the two side plates are pulled to be combined through the lacing wire structure, so that the installation is very simple, the wall building efficiency can be greatly increased, and the labor cost is saved.
2. According to the invention, the steel reinforcement frameworks are divided into two groups, and are fixedly connected with the side plates, so that the steel reinforcement frameworks are very convenient to install and use.
3. According to the invention, the wall body and the foundation can be fixed through the base structure, so that the wall body is firmer.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of the invention at A in FIG. 1.
Wherein, 1, a base; 2. a first side plate; 3. a second side plate; 4. a steel reinforcement cage; 5. fixing a connecting block; 6. a connecting ring; 7. stretching a rib; 8. a support platform; 9. a bottom bayonet; 10. a fixed base; 11. a first connection block; 12. installing a nail; 13. a fixing frame.
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. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The first embodiment is as follows:
as shown in fig. 1-2, an embodiment of the present invention provides a building structure wall structure, including a base 1, a first side plate 2, a second side plate 3, and a reinforcement cage 4, wherein a foundation of the base 1 is fixedly connected, the first side plate 2 and the second side plate 3 are both movably connected to a top of the base 1, inner side surfaces of the first side plate 2 and the second side plate 3 are both fixedly connected to the reinforcement cage 4, a side surface of one reinforcement cage 4 is fixedly connected to a fixed connection block 5, a side surface of the fixed connection block 5 is fixedly connected to a connection ring 6, a side surface of the connection ring 6 is fixedly connected to a tie bar 7, one end of the tie bar 7 penetrates through the second side plate 3, and a support platform 8 is disposed on a;
the steel bar framework 4 is divided into two parts, one part of the steel bar framework 4 is fixedly connected to the side face of the first side plate 2, and the other part of the steel bar framework 4 is fixedly connected to the side face of the second side plate 3;
concrete is poured between the first side plate 2 and the second side plate 3, and a plurality of groups of rectangular holes are formed in the upper surface of the base 1.
Wherein, supporting platform 8 includes bottom support, bracing piece, support flat board, and bottom support and support flat board are fixed connection respectively at the both ends of bracing piece.
Wherein, base 1 is through bottom inserted bar 9 and ground fixed connection, and 12 fixedly connected with unable adjustment base 10 are passed through to the top of base 1 installation nail, the first connecting block 11 of the top fixedly connected with of unable adjustment base 10, first connecting block 11 and 2 swing joint of first curb plate, first connecting block 11 and 3 swing joint of second curb plate.
Wherein, first curb plate 2 all adopts functional material with second curb plate 3, makes first curb plate 2 and second curb plate 3 have at least the heat preservation, give sound insulation, dampproofing performance.
Wherein, framework of steel reinforcement 4 passes through mount 13 and first curb plate 2 fixed connection, framework of steel reinforcement 4 passes through mount 13 and second curb plate 3 fixed connection.
Example two:
as shown in fig. 1-2, an embodiment of the present invention provides a method for constructing a building structure wall: the method comprises the following steps:
step 1, firstly, building a foundation by using concrete, fixedly connecting a bottom inserted link 9 on the concrete foundation, and waiting for the concrete to solidify;
step 6, penetrating the lacing wire 7 through the second side plate, pushing the second side plate 3 to stand by pulling the lacing wire 7, and fixing the lacing wire 7 and the second side plate 3;
and 7, pouring concrete between the first side plate 2 and the second side plate 3.
Wherein, the included angle between the first side plate 2 or the second side plate 3 and the plane of the base 1 is set to be 90.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a building structure wall builds, includes base (1), first curb plate (2), second curb plate (3) and framework of steel reinforcement (4), the ground fixed connection of base (1), its characterized in that: the first side plate (2) and the second side plate (3) are movably connected to the top of the base (1), the inner side surfaces of the first side plate (2) and the second side plate (3) are fixedly connected with steel reinforcement frameworks (4), the side surface of one steel reinforcement framework (4) is fixedly connected with a fixed connecting block (5), the side surface of the fixed connecting block (5) is fixedly connected with a connecting ring (6), the side surface of the connecting ring (6) is fixedly connected with a lacing wire (7), one end of the lacing wire (7) penetrates through the second side plate (3), and a supporting platform (8) is arranged on the left side of the first side plate (2);
the steel bar framework (4) is divided into two parts, one part of the steel bar framework (4) is fixedly connected to the side face of the first side plate (2), and the other part of the steel bar framework (4) is fixedly connected to the side face of the second side plate (3);
concrete is poured between the first side plate (2) and the second side plate (3), and a plurality of groups of rectangular holes are formed in the upper surface of the base (1).
2. A building construction wall construction according to claim 1 wherein: the supporting platform (8) comprises a bottom support, a supporting rod and a supporting flat plate, wherein the bottom support and the supporting flat plate are respectively and fixedly connected to two ends of the supporting rod.
3. A building construction wall construction according to claim 1 wherein: base (1) is through bottom inserted bar (9) and ground fixed connection, the top of base (1) is through installation nail (12) fixedly connected with unable adjustment base (10), the first connecting block (11) of top fixedly connected with of unable adjustment base (10), first connecting block (11) and first curb plate (2) swing joint, first connecting block (11) and second curb plate (3) swing joint.
4. A building construction wall construction according to claim 1 wherein: the first side plate (2) and the second side plate (3) are both made of functional materials, so that the first side plate (2) and the second side plate (3) at least have heat preservation, sound insulation and moisture prevention performances.
5. A building construction wall construction according to claim 1 wherein: the steel bar framework (4) is fixedly connected with the first side plate (2) through a fixing frame (13), and the steel bar framework (4) is fixedly connected with the second side plate (3) through the fixing frame (13).
6. A method of constructing a wall of a building structure according to claims 1 to 5, wherein: the method comprises the following steps:
step 1, firstly, building a foundation by using concrete, fixedly connecting a bottom inserted rod (9) on the concrete foundation, and waiting for the concrete to solidify;
step 2, welding the base (1) on the bottom inserted link (9) in a welding mode, then installing the two fixed bases (10) on the base (1) through the installation nails (12), and installing the distance between the two fixed bases (10) according to the bottom thickness of the actually designed wall body during installation;
step 3, fixedly connecting the steel bar framework (4) to the first side plate (2) through a fixing frame (13), and fixedly connecting the steel bar framework (4) to the second side plate (3) through the fixing frame (13);
step 4, movably connecting the first side plate (2) and the second side plate (3) to the first connecting block (11), wherein the first side plate (2) and the second side plate (3) are horizontally arranged during connection;
step 5, pushing up the first side plate (2), supporting the first side plate (2) through a supporting platform (8), and adjusting the inclination angle of the first side plate (2) according to design requirements;
step 6, penetrating the lacing wire (7) through the second side plate, pushing the second side plate (3) to stand by pulling the lacing wire (7), and fixing the lacing wire (7) and the second side plate (3);
and 7, pouring concrete between the first side plate (2) and the second side plate (3).
7. A method of constructing a wall of a building structure according to claim 1, wherein: the included angle between the first side plate (2) or the second side plate (3) and the plane of the base (1) is set to be 60-110 degrees.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011465108.XA CN112663943A (en) | 2020-12-14 | 2020-12-14 | Building structure wall construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011465108.XA CN112663943A (en) | 2020-12-14 | 2020-12-14 | Building structure wall construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112663943A true CN112663943A (en) | 2021-04-16 |
Family
ID=75405576
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011465108.XA Pending CN112663943A (en) | 2020-12-14 | 2020-12-14 | Building structure wall construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112663943A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114215226A (en) * | 2021-11-19 | 2022-03-22 | 珠海十字门中央商务区建设控股有限公司 | Shear wall and construction method thereof |
Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH569168A5 (en) * | 1973-09-21 | 1975-11-14 | Michelet Andre | Shuttering for concrete walls - prop adjustable for length and vertically |
| CN201406833Y (en) * | 2009-04-13 | 2010-02-17 | 夏榆凌 | Mold for casting wall body |
| CN103410317A (en) * | 2013-07-29 | 2013-11-27 | 段风雷 | Construction method for site assembly and casting integral wall body by adopting wall body prefabricated part |
| CN104314239A (en) * | 2014-10-17 | 2015-01-28 | 中铁八局集团建筑工程有限公司 | Device for controlling inclined-column reinforced skeleton and protecting layer and construction method |
| CN105014776A (en) * | 2015-07-28 | 2015-11-04 | 鲍威 | Bidirectional-expansion core mold |
| CN105239779A (en) * | 2015-11-02 | 2016-01-13 | 安徽杭萧钢结构有限公司 | Construction method of core tube and core tube |
| CN206457848U (en) * | 2017-01-20 | 2017-09-01 | 陕西建工第三建设集团有限公司 | A kind of open cut heavy wall pipe culvert tunnel parallel-moving type curved rigid surfaces template caging system |
| CN109079968A (en) * | 2018-08-01 | 2018-12-25 | 湖南中城住工科技有限公司 | Exterior-protecting wall panel molding die and the method for utilizing this kind of Mold Making exterior-protecting wall panel |
| CN109989577A (en) * | 2019-05-09 | 2019-07-09 | 中国建筑第七工程局有限公司 | It solves shear wall and vertically connects the swollen mould in batch position, spillage easy device |
| CN110284634A (en) * | 2019-06-03 | 2019-09-27 | 上海港城建筑安装工程有限公司 | A kind of insulated wall pouring molding construction technology |
| CN110528871A (en) * | 2019-06-05 | 2019-12-03 | 江门志特新材料科技有限公司 | A kind of fastening member and its construction method for thick wall column pulling-on piece aluminum alloy mould plate system |
| CN209817411U (en) * | 2018-12-27 | 2019-12-20 | 湖北诚久建筑工程有限公司 | House building inclined wall body pouring mold |
| CN211229504U (en) * | 2019-10-31 | 2020-08-11 | 江苏利信新型建筑模板有限公司 | A template for building self preservation temperature usefulness |
| CN111576858A (en) * | 2020-06-13 | 2020-08-25 | 金双 | Construction method of wall concrete pouring wall formwork |
| CN111663766A (en) * | 2020-06-18 | 2020-09-15 | 北京城建七建设工程有限公司 | Overhanging structure parapet single-face formwork connecting system and construction method thereof |
| CN211899618U (en) * | 2020-01-24 | 2020-11-10 | 荣华建设集团有限公司 | Arc shear wall template reinforced structure |
| CN111926954A (en) * | 2020-08-09 | 2020-11-13 | 郭可伍 | Building structure wall and building method thereof |
-
2020
- 2020-12-14 CN CN202011465108.XA patent/CN112663943A/en active Pending
Patent Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH569168A5 (en) * | 1973-09-21 | 1975-11-14 | Michelet Andre | Shuttering for concrete walls - prop adjustable for length and vertically |
| CN201406833Y (en) * | 2009-04-13 | 2010-02-17 | 夏榆凌 | Mold for casting wall body |
| CN103410317A (en) * | 2013-07-29 | 2013-11-27 | 段风雷 | Construction method for site assembly and casting integral wall body by adopting wall body prefabricated part |
| CN104314239A (en) * | 2014-10-17 | 2015-01-28 | 中铁八局集团建筑工程有限公司 | Device for controlling inclined-column reinforced skeleton and protecting layer and construction method |
| CN105014776A (en) * | 2015-07-28 | 2015-11-04 | 鲍威 | Bidirectional-expansion core mold |
| CN105239779A (en) * | 2015-11-02 | 2016-01-13 | 安徽杭萧钢结构有限公司 | Construction method of core tube and core tube |
| CN206457848U (en) * | 2017-01-20 | 2017-09-01 | 陕西建工第三建设集团有限公司 | A kind of open cut heavy wall pipe culvert tunnel parallel-moving type curved rigid surfaces template caging system |
| CN109079968A (en) * | 2018-08-01 | 2018-12-25 | 湖南中城住工科技有限公司 | Exterior-protecting wall panel molding die and the method for utilizing this kind of Mold Making exterior-protecting wall panel |
| CN209817411U (en) * | 2018-12-27 | 2019-12-20 | 湖北诚久建筑工程有限公司 | House building inclined wall body pouring mold |
| CN109989577A (en) * | 2019-05-09 | 2019-07-09 | 中国建筑第七工程局有限公司 | It solves shear wall and vertically connects the swollen mould in batch position, spillage easy device |
| CN110284634A (en) * | 2019-06-03 | 2019-09-27 | 上海港城建筑安装工程有限公司 | A kind of insulated wall pouring molding construction technology |
| CN110528871A (en) * | 2019-06-05 | 2019-12-03 | 江门志特新材料科技有限公司 | A kind of fastening member and its construction method for thick wall column pulling-on piece aluminum alloy mould plate system |
| CN211229504U (en) * | 2019-10-31 | 2020-08-11 | 江苏利信新型建筑模板有限公司 | A template for building self preservation temperature usefulness |
| CN211899618U (en) * | 2020-01-24 | 2020-11-10 | 荣华建设集团有限公司 | Arc shear wall template reinforced structure |
| CN111576858A (en) * | 2020-06-13 | 2020-08-25 | 金双 | Construction method of wall concrete pouring wall formwork |
| CN111663766A (en) * | 2020-06-18 | 2020-09-15 | 北京城建七建设工程有限公司 | Overhanging structure parapet single-face formwork connecting system and construction method thereof |
| CN111926954A (en) * | 2020-08-09 | 2020-11-13 | 郭可伍 | Building structure wall and building method thereof |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114215226A (en) * | 2021-11-19 | 2022-03-22 | 珠海十字门中央商务区建设控股有限公司 | Shear wall and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108708481B (en) | Construction method for constructional column without formwork support | |
| CN105220808A (en) | Large-span prestressed arch bar site prefabrication construction method of installation | |
| CN210049602U (en) | Multi-surface slope roof concrete pouring device | |
| CN110965474A (en) | Construction method of cable tower cross beam | |
| CN107460889A (en) | Integral movable type rack template and its construction method in underground pipe gallery construction | |
| CN112832368A (en) | Quick construction process for cantilever beam at ultrahigh position | |
| CN112663943A (en) | Building structure wall construction method | |
| RU2346124C1 (en) | Method for manufacture of columns | |
| CN210140771U (en) | Construction work platform hoisting frame of high mound of bridge | |
| CN203640278U (en) | Stair construction die shelf | |
| CN109763606B (en) | Construction method of reinforced concrete combined batter post | |
| CN210049579U (en) | Formwork system of concrete thin-shell dome structure | |
| EP3403798B1 (en) | Mobile structure and procedure for the prefabrication of desirably prestressed concrete bars | |
| CN114837404A (en) | Sunken type falling plate pouring mold and pouring method | |
| CN105971287B (en) | Counter force wall vertical prestressing construction method | |
| CN214117507U (en) | Convenient ring beam template system is dismantled in installation | |
| CN114439202A (en) | Thin-wall ultrahigh wall body double-side template operation platform and adjustable fixing system | |
| CN106481109B (en) | A kind of cooling tower X inclined struts segmentation self-balancing construction method | |
| CN217299823U (en) | High-rise building stair formwork structure | |
| JP3390719B2 (en) | Concrete formwork construction method | |
| CN214403606U (en) | Template supporting construction of T shape basis | |
| CN106193592A (en) | A kind of form bracing system and construction method | |
| CN109989584B (en) | Multi-surface slope roof concrete pouring device | |
| CN220620985U (en) | Wall post steel bar binding operation platform convenient to turnover | |
| CN114892969B (en) | Unsupported template system and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20210416 |