CN115233995A - Construction method of short-limb masonry wall - Google Patents
Construction method of short-limb masonry wall Download PDFInfo
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- CN115233995A CN115233995A CN202210858474.4A CN202210858474A CN115233995A CN 115233995 A CN115233995 A CN 115233995A CN 202210858474 A CN202210858474 A CN 202210858474A CN 115233995 A CN115233995 A CN 115233995A
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- building blocks
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- 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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- 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
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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
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Abstract
A construction method of a short-limb masonry wall relates to the field of building construction. The construction method of the short-limb masonry wall comprises the following steps of carrying out setting-out positioning on the masonry wall; setting construction column reserved connecting ribs according to the height of the building blocks, respectively setting at least two construction column reserved connecting ribs at two ends of a joint between every two layers of building blocks, and respectively anchoring two ends of the construction column reserved connecting ribs into the joint between one side of the construction column and the two layers of building blocks; pouring of the reverse ridge, the constructional column and the wall top ring beam; sequentially connecting cement mortar on the top surface of the reversed ridge from bottom to top to obtain multiple layers of building blocks, enabling two ends of each layer of building blocks to be respectively connected with the constructional columns on two sides through the cement mortar, arranging at least two building block connecting ribs in a spliced seam between every two layers of building blocks, and enabling each building block connecting rib to be connected with the reserved connecting ribs of the two constructional columns; and filling and compacting the gap between the top of the topmost building block and the ring beam at the top of the wall by using foaming glue. The construction method of the short-limb masonry wall can increase the connection strength of the building blocks and the constructional columns, and safety risks caused by falling of the building blocks are avoided.
Description
Technical Field
The application relates to the field of building construction, in particular to a construction method of a short-limb masonry wall.
Background
With the continuous development of the diversification of the building facade models, more short-limb infilled walls similar to the window walls appear in many projects in order to highlight the building facade outline or due to the requirement of decorative effect. This kind of short limb infilled wall is because wall limb length is shorter, can't reserve the serrated raft in the building block, and the interlock that leads to building block and constructional column is poor, and the wholeness structure is more weak, has the risk that the building block took off the height and weighs down, has great potential safety hazard, and because the wall limb is short, very easily collapses and causes the incident at the in-process of building by laying bricks or stones.
Disclosure of Invention
An object of the application is to provide a construction method of short limb brickwork wall, it can reduce the construction degree of difficulty, increases the joint strength between building block and the constructional column and avoids the building block to drop and causes safe risk.
The embodiment of the application is realized as follows:
the embodiment of the application provides a construction method of a short-limb masonry wall, which comprises the following steps:
carrying out masonry wall setting and positioning;
setting construction column reserved connecting ribs according to the height of the building blocks, respectively setting at least two construction column reserved connecting ribs at two ends of a splicing seam between every two layers of building blocks, and anchoring one end of each construction column reserved connecting rib into a construction column at one side and anchoring the other end of each construction column reserved connecting rib into the splicing seam between the two layers of building blocks;
integrally pouring the reverse ridge, the constructional column and the wall top ring beam;
sequentially building the top surface of the inverted ridge from bottom to top by using cement mortar to obtain a plurality of layers of building blocks, connecting two ends of each layer of building blocks with the constructional columns at two sides respectively through the cement mortar, arranging at least two building block connecting ribs in a splicing seam between every two layers of building blocks, and connecting each building block connecting rib with the reserved connecting ribs of the two constructional columns;
and filling foam rubber into a gap between the top of the topmost building block and the wall top ring beam to be dense.
In some optional embodiments, at least two U-shaped connecting ribs are arranged in the abutted seam between every two layers of building blocks, and two ends of each U-shaped connecting rib are respectively connected with two reserved connecting ribs of the two constructional columns connected with the constructional column on one side.
In some optional embodiments, at least two through long connecting ribs are arranged in the abutted seam between every two layers of building blocks, and two ends of each through long connecting rib are respectively connected with one constructional column reserved connecting rib connected with the constructional columns on the two sides.
In some optional embodiments, the building block connecting rib is a U-shaped connecting rib and a through-length connecting rib which are alternately arranged along the height direction, two ends of the U-shaped connecting rib are respectively connected with two constructional column reserved connecting ribs connected with one side constructional column, and two ends of the through-length connecting rib are respectively connected with one constructional column reserved connecting rib connected with two side constructional columns.
In some optional embodiments, through grooves for the reserved connecting ribs of the construction columns to pass through are respectively formed at two ends of the building block.
In some alternative embodiments, at least one longitudinal dowel bar of the building block is installed, the bottom of the longitudinal dowel bar penetrates into the reverse ridge, and the top of the longitudinal dowel bar penetrates through the at least one through groove before the integral pouring of the reverse ridge, the constructional column and the wall top ring beam is carried out.
In some alternative embodiments, at least one longitudinal block dowel bent at the top and penetrating into the construction column is installed before the integral casting of the reverse ridge, the construction column and the wall top ring beam is carried out, and the bottom of the longitudinal block dowel penetrates through the at least one through groove.
In some optional embodiments, when the top surface of the inverted ridge is sequentially built by using cement mortar from bottom to top to obtain a multilayer building block, a plurality of building block longitudinal joint bars are installed, and two ends of the building block longitudinal joint bars respectively penetrate through the through grooves of at least two layers of building blocks.
The beneficial effect of this application is: the construction method of the short-limb masonry wall comprises the following steps: setting and positioning masonry walls; setting construction column reserved connecting ribs according to the height of the building blocks, respectively setting at least two construction column reserved connecting ribs at two ends of a joint between every two layers of building blocks, wherein one end of each construction column reserved connecting rib is anchored into a construction column at one side, and the other end of each construction column reserved connecting rib is anchored into the joint between the two layers of building blocks; integrally pouring the reverse ridge, the constructional column and the wall top ring beam; sequentially building the top surface of the inverted ridge from bottom to top by using cement mortar to obtain a plurality of layers of building blocks, connecting two ends of each layer of building blocks with the constructional columns at two sides respectively through the cement mortar, arranging at least two building block connecting ribs in a splicing seam between every two layers of building blocks, and connecting each building block connecting rib with the reserved connecting ribs of the two constructional columns; and filling and compacting the gap between the top of the topmost building block and the ring beam at the top of the wall by using foaming glue. The application provides a construction method of short limb brickwork wall can reduce the construction degree of difficulty, increases the joint strength between building block and the constructional column and avoids the building block to drop and causes the safety risk.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present application and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained from the drawings without inventive effort.
Fig. 1 is a schematic view of a partial vertical sectional structure of a short-limb masonry wall constructed by the short-limb masonry wall construction method according to the embodiment of the present application;
fig. 2 is a schematic structural diagram of a building block in a construction method of a short-limb masonry wall according to an embodiment of the present application;
FIG. 3 is a schematic cross-sectional structure diagram of a cross section of a short-limb masonry wall constructed by the short-limb masonry wall construction method according to the embodiment of the present application
Fig. 4 is a schematic cross-sectional structural diagram of another cross section of the short-limb masonry wall constructed by the short-limb masonry wall construction method provided by the embodiment of the application.
In the figure: 100. reversely banking; 110. constructing a column; 120. constructing a column longitudinal bar; 130. constructing a column stirrup; 140. connecting ribs are reserved in the constructional columns; 150. foaming glue; 200. a wall top ring beam; 210. building blocks; 220. a through groove; 230. longitudinal joint bars of the building blocks; 240. u-shaped connecting ribs; 250. the connecting rib is long.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. The components of the embodiments of the present application, generally described and illustrated in the figures herein, can be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present application, presented in the accompanying drawings, is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. 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 application.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined or explained in subsequent figures.
In the description of the present application, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings or orientations or positional relationships that the products of the application usually place when in use, and are used only for convenience in describing the present application and simplifying the description, but do not indicate or imply that the devices or elements being referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present application. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another, and are not to be construed as indicating or implying relative importance.
Furthermore, the terms "horizontal", "vertical", "overhang" and the like do not imply that the components are required to be absolutely horizontal or overhang, but may be slightly inclined. For example, "horizontal" merely means that the direction is more horizontal than "vertical" and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.
In the description of the present application, it should also be noted that, unless expressly stated or limited otherwise, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and can include, for example, fixed connections, detachable connections, or integral connections; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood in a specific case by those of ordinary skill in the art.
In this application, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact of the first and second features, or may comprise contact of the first and second features not directly but through another feature in between. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
The characteristics and performance of the construction method of the short-limb masonry wall of the present application are further described in detail with reference to the following examples.
As shown in fig. 1, 2, 3 and 4, an embodiment of the present application provides a method for constructing a short-limb masonry wall, which includes the following steps:
carrying out masonry wall setting and positioning;
installing a reverse sill template for pouring a reverse sill 100 on a floor at the bottom of the masonry wall, binding reverse sill reinforcing steel bars, and designing the height of the reverse sill 100 to be 200mm, the width to be 200mm and the length to be the same as the length of a wall limb;
binding the constructional column longitudinal bars 120 and the constructional column stirrups 130 in the constructional columns 110 at two sides respectively, so that the bottom and the top of each constructional column longitudinal bar 120 are inserted into the bottom in the inverted ridge 100 and the wall top ring beam 200 respectively, the diameter of the constructional column longitudinal bar 120 is 12mm, and the diameter of the constructional column stirrups 130 is 6mm;
the construction column reserved connecting ribs 140 are arranged according to the height of the building blocks 210, two construction column reserved connecting ribs 140 are respectively arranged at two ends of a joint between every two layers of the building blocks 210, one end of each construction column reserved connecting rib 140 is used for being anchored into the construction column 110 on one side, the other end of each construction column reserved connecting rib is anchored into the joint between the two layers of the building blocks 210, and the anchoring length of each construction column reserved connecting rib 140 into and extending out of the construction column 110 is 100mm;
as shown in fig. 2, two through grooves 220 for the constructional column reserved connection rib 140 to pass through are respectively cut at two ends of the building block 210, the width of each through groove 220 is 15mm and penetrates through the upper surface and the lower surface of the building block 210, two building block longitudinal insertion ribs 230 with the bottoms penetrating into the reversed sill 100 are respectively installed below two ends between the constructional columns 110 at two sides, two building block longitudinal insertion ribs 230 with the tops bending and penetrating into the constructional columns 110 at two sides are respectively installed above two ends between the constructional columns 110 at two sides, the other end of each building block longitudinal insertion rib 230 is respectively used for passing through the through groove 220 formed at the end part of the building block 210, the diameter of each building block longitudinal insertion rib 230 is 8mm, the length of one end of the building block longitudinal insertion rib 230 inserted into the reversed sill 100 is 100mm, and the distance between the top of the other end and the top of the passed building block 210 is 150mm.
And installing a constructional column template for pouring the constructional column 110 and a ring beam template for pouring the wall top ring beam 200, penetrating and connecting the reserved connecting ribs 140 of the constructional column to the constructional column template, and integrally pouring the reversed bank 100, the constructional column 110 and the wall top ring beam 200.
And repeating the steps to construct the reversed ridge 100, the constructional column 110 and the wall top ring beam 200 of the short-limb masonry wall one by one to finish the construction.
After demolding, the joining surfaces of the back sill 100 and the construction post 110 toward the block 210 side are roughened.
Paving cement mortar with the thickness of 10mm on the top surface of the inverted sill 100, smearing the cement mortar with the thickness of 10mm on one side of the constructional column 110 facing to the building block 210, installing a first building block 210, enabling the bottom and two ends of the building block 210 to be respectively connected with the top surface of the inverted sill 100 and the constructional columns 110 on two sides, enabling two building block longitudinal insertion ribs 230 respectively installed below two ends between the constructional columns 110 on two sides to penetrate through two through grooves 220 at two ends of the first building block 210, respectively arranging two U-shaped connecting ribs 240 at two ends of the top surface of the first building block 210, welding and fixing each U-shaped connecting rib 240 with two constructional column reserved connecting ribs 140 connected with the constructional column 110 on one side, respectively inserting a building block longitudinal insertion rib 230 with the top extending into the through groove 220 at two ends of the building block 210 above in the two through grooves 220 at two ends of the building block 210, and filling the through groove 220 at the end part of the first building block 210, the U-shaped connecting ribs 240 on the top surface and the constructional column reserved connecting ribs 140 firmly by using the cement mortar, as shown in fig. 3; next, a second block 210 is installed on the top surface of the first block 210, two ends of the top surface of the second block 210 are respectively provided with two through long connecting ribs 250, two ends of each through long connecting rib 250 are respectively welded and fixed with one constructional column reserved connecting rib 140 connected with the constructional columns 110 on two sides, cement mortar is used for filling the through groove 220 at the end part of the second block 210, the top through long connecting ribs 250 and the constructional column reserved connecting ribs 140 as shown in fig. 4, the above steps are repeated, the blocks 210 are sequentially laid from bottom to top, and the U-shaped connecting ribs 240 and the through long connecting ribs 250 are alternately arranged on the top surface of the block 210 until the topmost block 210 is installed.
The gap between the top of the topmost block 210 and the top ring beam 200 of the wall is filled with the foam rubber 150.
According to the construction method of the short-limb masonry wall, the constructional columns 110 on the two sides are constructed firstly, the connecting ribs 140 are reserved in the constructional columns 110 in a pre-embedded mode, and the building blocks 210 are filled and built between the constructional columns 110 on the two sides after the strength of the constructional columns 110 is achieved, so that the construction difficulty and the safety risk are greatly reduced. Meanwhile, the U-shaped connecting rib 240 or the through long connecting rib 250 embedded between the building column reserved connecting rib 140 and the two layers of building blocks 210 is reserved in the building column 110 for anchoring, so that the connection strength and integrity between the building blocks 210 and the building column 110 can be obviously enhanced, the risk of falling off and high falling of the building blocks 210 in the use process is effectively avoided, and meanwhile, the construction method of the short-limb masonry wall provided by the embodiment of the application has the advantages of simple connection structure, easiness in construction, safety, high efficiency and reliability, and is suitable for large-area popularization and use.
Wherein, building block 210 top surface is located in turn to U-shaped splice bar 240 and logical long splice bar 250, can alternate two constructional columns that U-shaped splice bar 240 connects one side constructional column 110 and reserve splice bar 140 and use to lead to long splice bar 250 and reserve splice bar 140 with the constructional column that both sides constructional column 110 is connected respectively and be connected to effectual improvement building block 210 respectively with the stability of being connected between the two sides constructional column 110. Through setting up the vertical dowel bar 230 of building block that the top and bottom passed two-layer building block 210 tip respectively and offered logical groove 220, and make Fang Qikuai vertical dowel bar 230 bottom run through to anti-bank 100 in, the vertical dowel bar 230 top of the uppermost building block is buckled and is run through to both sides constructional column 110 in, can effectual joint strength who improves between each layer building block 210 to make each layer building block 210, both sides constructional column 110 and wall top ring beam 200 connect and form stable this a lifting.
In other alternative embodiments, at least two U-shaped connecting ribs may be further disposed in the abutted seam between each two layers of the building blocks 210, and both ends of each U-shaped connecting rib are respectively connected with two reserved connecting ribs of the two constructional columns connected with the constructional column on one side.
In other optional embodiments, at least two through long connecting ribs may be further disposed in the abutted seam between each two layers of building blocks, and both ends of the through long connecting ribs are connected with one reserved connecting rib of the constructional column respectively connected with the constructional columns at both sides.
In other optional embodiments, when multiple layers of building blocks are obtained by sequentially connecting cement mortar on the top surface of the inverted ridge from bottom to top, a plurality of longitudinal building block dowels are installed and penetrate through the through grooves at one ends of at least two layers of building blocks.
The embodiments described above are some, but not all embodiments of the present application. The detailed description of the embodiments of the present application is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. 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 application.
Claims (8)
1. A construction method of a short-limb masonry wall is characterized by comprising the following steps:
setting and positioning masonry walls;
setting construction column reserved connecting ribs according to the height of the building blocks, respectively setting at least two construction column reserved connecting ribs at two ends of a splicing seam between every two layers of the building blocks, and anchoring one end of each construction column reserved connecting rib into the construction column at one side and anchoring the other end of each construction column reserved connecting rib into the splicing seam between the two layers of the building blocks;
integrally pouring the reverse ridge, the constructional column and the wall top ring beam;
sequentially building a plurality of layers of building blocks on the top surface of the inverted ridge from bottom to top by using cement mortar, enabling two ends of each layer of building blocks to be respectively connected with the constructional columns on two sides through the cement mortar, arranging at least two building block connecting ribs in a splicing seam between each two layers of building blocks, and enabling each building block connecting rib to be connected with the reserved connecting ribs of the two constructional columns;
and filling and compacting the gap between the top of the topmost building block and the top ring beam of the wall by using foaming glue.
2. The construction method of the short-limb masonry wall according to claim 1, wherein at least two U-shaped connecting ribs are arranged in a splicing joint between every two layers of the building blocks, and two ends of each U-shaped connecting rib are respectively connected with two reserved connecting ribs of the two constructional columns connected with the constructional column on one side.
3. The construction method of the short-limb masonry wall according to claim 1, wherein at least two through-length connecting ribs are arranged in a splicing joint between every two layers of the building blocks, and two ends of each through-length connecting rib are respectively connected with a reserved connecting rib of the constructional column connected with the constructional columns on two sides.
4. The construction method of the short-limb masonry wall according to claim 1, wherein the block connecting ribs are U-shaped connecting ribs and full-length connecting ribs which are alternately arranged in the height direction, two ends of each U-shaped connecting rib are respectively connected with two constructional column reserved connecting ribs connected with one constructional column on one side, and two ends of each full-length connecting rib are respectively connected with one constructional column reserved connecting rib connected with the two constructional columns on two sides.
5. The construction method of the short limb masonry wall according to claim 1, wherein through grooves for the reserved connecting ribs of the constructional columns to pass through are formed in two ends of the building blocks respectively.
6. The construction method of the short-limb masonry wall according to claim 5, wherein before the integral pouring of the inverted ridge, the constructional column and the wall top ring beam is carried out, at least one longitudinal dowel steel of the building block is installed, the bottom of the longitudinal dowel steel penetrates into the inverted ridge, and the top of the longitudinal dowel steel of the building block penetrates through at least one through groove.
7. The construction method of the short-limb masonry wall according to claim 5, wherein before the integral pouring of the reverse ridge, the constructional column and the wall top ring beam is carried out, at least one longitudinal insertion rib with the top bent and penetrating into the constructional column is installed, and the bottom of the longitudinal insertion rib of the building block penetrates through at least one through groove.
8. The construction method of the short limb masonry wall according to claim 5, wherein when a plurality of layers of blocks are obtained by sequentially using cement mortar to masonry the top surface of the reverse ridge from bottom to top, a plurality of longitudinal block dowels are installed, and both ends of the longitudinal block dowels respectively penetrate through the through grooves of at least two layers of the blocks.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210858474.4A CN115233995A (en) | 2022-07-20 | 2022-07-20 | Construction method of short-limb masonry wall |
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| CN202210858474.4A CN115233995A (en) | 2022-07-20 | 2022-07-20 | Construction method of short-limb masonry wall |
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Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201605672U (en) * | 2009-12-15 | 2010-10-13 | 浙江宝业建设集团有限公司 | Connecting piece of earthquake-resistant constructional columns of building walls |
| CN103590486A (en) * | 2013-11-14 | 2014-02-19 | 北京中瑞成信生态科技股份有限公司 | Anti-seismic energy saving three-dimensional mortise and tenon joint net fixing one-piece cast building structure and construction method |
| CN104695706A (en) * | 2015-02-06 | 2015-06-10 | 崔新明 | Construction method for AAC block free-loading wall |
| CN104746772A (en) * | 2015-04-16 | 2015-07-01 | 重庆建工第三建设有限责任公司 | Ash concrete hollow partition board anti-cracking construction method |
| CN204753891U (en) * | 2015-07-28 | 2015-11-11 | 哈尔滨达城绿色建筑技术开发股份有限公司 | Concrete block brickwork wall piece level is to connecting device |
| CN105064548A (en) * | 2015-08-03 | 2015-11-18 | 中冶建工集团有限公司 | Wall structure of dismounting-free constructional column formwork and construction method of wall structure |
| CN105937278A (en) * | 2016-06-06 | 2016-09-14 | 河北建筑工程学院 | Prefabricated concrete frame infill wall system and construction method thereof |
| CN106121090A (en) * | 2014-11-14 | 2016-11-16 | 中国建筑第八工程局有限公司 | 3D prints the method for anchor connection reinforcing bar in filled wall |
| CN206143951U (en) * | 2016-09-07 | 2017-05-03 | 昆明理工大学 | Connected node of rammed earth wall and blockwork |
| CN207244840U (en) * | 2017-09-04 | 2018-04-17 | 天津市盛泰建筑工程有限公司 | A kind of constructional column and collar tie beam connection structure |
| CN110700447A (en) * | 2019-10-24 | 2020-01-17 | 哈尔滨工业大学 | Flexible connection structure of building block infilled wall and concrete frame structure and construction method thereof |
| CN210263512U (en) * | 2019-04-23 | 2020-04-07 | 山东威如建设工程有限公司 | Anti-seismic masonry structure |
-
2022
- 2022-07-20 CN CN202210858474.4A patent/CN115233995A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201605672U (en) * | 2009-12-15 | 2010-10-13 | 浙江宝业建设集团有限公司 | Connecting piece of earthquake-resistant constructional columns of building walls |
| CN103590486A (en) * | 2013-11-14 | 2014-02-19 | 北京中瑞成信生态科技股份有限公司 | Anti-seismic energy saving three-dimensional mortise and tenon joint net fixing one-piece cast building structure and construction method |
| CN106121090A (en) * | 2014-11-14 | 2016-11-16 | 中国建筑第八工程局有限公司 | 3D prints the method for anchor connection reinforcing bar in filled wall |
| CN104695706A (en) * | 2015-02-06 | 2015-06-10 | 崔新明 | Construction method for AAC block free-loading wall |
| CN104746772A (en) * | 2015-04-16 | 2015-07-01 | 重庆建工第三建设有限责任公司 | Ash concrete hollow partition board anti-cracking construction method |
| CN204753891U (en) * | 2015-07-28 | 2015-11-11 | 哈尔滨达城绿色建筑技术开发股份有限公司 | Concrete block brickwork wall piece level is to connecting device |
| CN105064548A (en) * | 2015-08-03 | 2015-11-18 | 中冶建工集团有限公司 | Wall structure of dismounting-free constructional column formwork and construction method of wall structure |
| CN105937278A (en) * | 2016-06-06 | 2016-09-14 | 河北建筑工程学院 | Prefabricated concrete frame infill wall system and construction method thereof |
| CN206143951U (en) * | 2016-09-07 | 2017-05-03 | 昆明理工大学 | Connected node of rammed earth wall and blockwork |
| CN207244840U (en) * | 2017-09-04 | 2018-04-17 | 天津市盛泰建筑工程有限公司 | A kind of constructional column and collar tie beam connection structure |
| CN210263512U (en) * | 2019-04-23 | 2020-04-07 | 山东威如建设工程有限公司 | Anti-seismic masonry structure |
| CN110700447A (en) * | 2019-10-24 | 2020-01-17 | 哈尔滨工业大学 | Flexible connection structure of building block infilled wall and concrete frame structure and construction method thereof |
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