CN205296594U - Multi -functional steel bars of shear wall precast concrete supporting shoe - Google Patents
Multi -functional steel bars of shear wall precast concrete supporting shoe Download PDFInfo
- Publication number
- CN205296594U CN205296594U CN201521073374.2U CN201521073374U CN205296594U CN 205296594 U CN205296594 U CN 205296594U CN 201521073374 U CN201521073374 U CN 201521073374U CN 205296594 U CN205296594 U CN 205296594U
- Authority
- CN
- China
- Prior art keywords
- shear wall
- support block
- reinforcement
- concrete support
- thickness
- 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.)
- Expired - Fee Related
Links
Landscapes
- Retaining Walls (AREA)
Abstract
本实用新型公开了一种多功能剪力墙钢筋预制混凝土支撑块,属于一种剪力墙钢筋施工的辅助工件,包括长方体混凝土支撑块基体,该混凝土支撑块的长度与剪力墙厚度相等,由细石混凝土预制而成,在上述混凝土支撑块底面开设两个固定水平向钢筋凹槽,在其侧面开设两个固定垂直向钢筋凹槽,凹槽的尺寸与对应钢筋的直径相匹配,混凝土支撑块端部长度为剪力墙钢筋保护层厚度。该实用新型能够同时实现,对剪力墙厚度、剪力墙钢筋保护层厚度和剪力墙两排钢筋间距同时控制,无需借助额外支撑条件,且该实用新型具有结构简单、制作工艺标准、成本低、施工效率高、质量可靠等优点。
The utility model discloses a multifunctional prefabricated concrete support block for shear wall reinforcement, which belongs to an auxiliary workpiece for the construction of shear wall reinforcement, and comprises a cuboid concrete support block base body. It is prefabricated by fine stone concrete. Two fixed horizontal steel bar grooves are set on the bottom surface of the above concrete support block, and two fixed vertical steel bar grooves are opened on its side. The size of the groove matches the diameter of the corresponding steel bar. The concrete The length of the end of the support block is the thickness of the protective layer of the shear wall reinforcement. The utility model can simultaneously realize the simultaneous control of the thickness of the shear wall, the thickness of the protective layer of the reinforcement of the shear wall, and the distance between the two rows of reinforcement in the shear wall, without additional support conditions, and the utility model has the advantages of simple structure, standard manufacturing process, low cost Low cost, high construction efficiency, reliable quality and other advantages.
Description
技术领域 technical field
本实用新型涉及建筑施工的技术领域,具体是一种多功能剪力墙钢筋预制混凝土支撑块。 The utility model relates to the technical field of building construction, in particular to a multifunctional shear wall reinforced prefabricated concrete support block.
背景技术 Background technique
在工程建设领域,剪力墙结构施工时,严格控制剪力墙设计厚度、钢筋保护层厚度和剪力墙两排钢筋之间的间距,对结构的安全性、美观性的影响是非常关键的,因此,必须要有一种施工技术来有效控制剪力墙钢筋的保护层厚度、两排钢筋之间的间距和剪力墙厚度。现存施工一般采用只设固定水平向钢筋的凹槽的保护层垫块控制剪力墙厚度和剪力墙钢筋保护层厚度,这种垫块存在着固定不牢固,易发生偏移,且易折断、掉落等问题,或者使用双控支撑但还需要采取其他措施来控制剪力墙厚度,影响了施工质量,为此,有待对现有的剪力墙钢筋混凝土支撑块进行改进。 In the field of engineering construction, during the construction of the shear wall structure, it is very critical to strictly control the design thickness of the shear wall, the thickness of the protective layer of the steel bar, and the distance between the two rows of steel bars in the shear wall, which will affect the safety and aesthetics of the structure. , Therefore, there must be a construction technique to effectively control the thickness of the protective layer of the shear wall reinforcement, the spacing between the two rows of reinforcement, and the thickness of the shear wall. Existing construction generally adopts protective layer pads with only grooves for fixing horizontal steel bars to control the thickness of the shear wall and the thickness of the protective layer of shear wall reinforcement. , falling, etc., or use double-control support but need to take other measures to control the thickness of the shear wall, which affects the construction quality. For this reason, the existing reinforced concrete support blocks for the shear wall need to be improved.
实用新型内容 Utility model content
本实用新型所要解决的技术问题是提供了一种多功能剪力墙钢筋预制混凝土支撑块,能够使混凝土支撑块固定在指定位置上,且能有效避免了支撑块偏移、掉落的情况发生,提高了施工质量。 The technical problem to be solved by the utility model is to provide a multifunctional shear wall reinforced prefabricated concrete support block, which can fix the concrete support block at a designated position, and can effectively avoid the deviation and falling of the support block. , Improve the construction quality.
本实用新型解决上述技术问题所采用的技术方案是:一种多功能剪力墙钢筋预制混凝土支撑块,包括混凝土支撑块基体,由细石混凝土预制而成,在混凝土支撑块的底面开设两个固定水平向钢筋的凹槽,在混凝土支撑块的侧面开设两个固定垂直向钢筋的凹槽。 The technical scheme adopted by the utility model to solve the above-mentioned technical problems is: a multifunctional shear wall reinforced prefabricated concrete support block, including a concrete support block matrix, which is prefabricated by fine stone concrete, and two A groove for fixing the horizontal reinforcement, and two grooves for fixing the vertical reinforcement are provided on the side of the concrete support block.
所述混凝土支撑块基体,其截面尺寸为40mm×30mm,且截面尺寸按具体施工要求可调,其长度与剪力墙厚度相等,即保证了混凝土支撑块搁置在水平向钢筋上的稳定性,又确保了剪力墙墙体厚度。 The concrete support block matrix has a cross-sectional size of 40mm×30mm, and the cross-sectional size can be adjusted according to specific construction requirements, and its length is equal to the thickness of the shear wall, which ensures the stability of the concrete support block resting on the horizontal steel bar. It also ensures the thickness of the shear wall.
所述混凝土支撑块基体,设置于水平向钢筋与垂直向钢筋的十字交叉处,有效控制了钢筋的位置,同时也固定了混凝土支撑块位置,解决了混凝土支撑块偏移、掉落的问题。 The concrete support block matrix is arranged at the intersection of the horizontal steel bar and the vertical steel bar, effectively controlling the position of the steel bar, and at the same time fixing the position of the concrete support block, which solves the problems of the concrete support block shifting and falling.
附图说明 Description of drawings
图1是本实用新型结构示意图。 Fig. 1 is the structural representation of the utility model.
图2是本实用新型浇筑结构示意图。 Fig. 2 is a schematic diagram of the pouring structure of the utility model.
图3是本实用新型安装结构示意图。 Fig. 3 is a schematic diagram of the installation structure of the utility model.
图中序号的名称为:1、混凝土支撑块基体,2、水平向钢筋凹槽,3、垂直向钢筋凹槽,4、水平向钢筋,5、垂直向钢筋。 The names of the serial numbers in the figure are: 1. Concrete support block matrix, 2. Horizontal reinforcing bar groove, 3. Vertical reinforcing bar groove, 4. Horizontal reinforcing bar, 5. Vertical reinforcing bar.
具体实施方式 detailed description
下面结合实施例及附图,对本实用新型技术方案作进一步的详细说明。 Below in conjunction with embodiment and accompanying drawing, the technical solution of the utility model is described in further detail.
实施例 Example
如图1所示,该多功能剪力墙钢筋预制混凝土支撑块1,其基体是一个长方体细石混凝土件,包括两个固定水平向钢筋凹槽2和两个固定垂直向钢筋凹槽3。 As shown in Figure 1, the multifunctional shear wall reinforced prefabricated concrete support block 1 has a matrix of a cuboid fine stone concrete piece, including two fixed horizontal reinforcement grooves 2 and two fixed vertical reinforcement grooves 3 .
凹槽2与凹槽3的深度取为15mm,且深度按具体施工要求可调,其宽度与钢筋直径相吻合,凹槽底部采用倒圆角设计,其半圆直径与钢筋直径相匹配。 The depth of groove 2 and groove 3 is 15mm, and the depth can be adjusted according to the specific construction requirements. The width matches the diameter of the steel bar.
如图2~3所示,本实用新型的安装方法为:首先确定剪力墙厚度B,剪力墙钢筋保护层厚度C,以及钢筋直径d,然后根据该剪力墙厚度和保护层厚度现场预制对应尺寸的混凝土支撑块,且混凝土支撑块的强度不应低于剪力墙混凝土强度;本方案采用梅花形安装方案,安装时,首先将混凝土支撑块1的水平向钢筋凹槽2固定在剪力墙水平向钢筋4上,随后将保护层垫块1向左(或者向右)侧推,使得垂直向钢筋5固定在保护层垫块1的垂直向钢筋凹槽3内,即可完成安装。 As shown in Figures 2 to 3, the installation method of the utility model is: first determine the thickness B of the shear wall, the thickness C of the protective layer of the steel bar in the shear wall, and the diameter d of the steel bar, and then according to the thickness of the shear wall and the thickness of the protective layer on site Prefabricate concrete support blocks of the corresponding size, and the strength of the concrete support blocks should not be lower than the concrete strength of the shear wall; this scheme adopts the plum blossom-shaped installation scheme. When installing, first fix the horizontal reinforcement groove 2 of the concrete support block 1 on the The shear wall is horizontal to the reinforcement 4, and then the protective layer pad 1 is pushed to the left (or right), so that the vertical reinforcement 5 is fixed in the vertical reinforcement groove 3 of the protective layer pad 1, and the completion is complete Install.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521073374.2U CN205296594U (en) | 2015-12-22 | 2015-12-22 | Multi -functional steel bars of shear wall precast concrete supporting shoe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521073374.2U CN205296594U (en) | 2015-12-22 | 2015-12-22 | Multi -functional steel bars of shear wall precast concrete supporting shoe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205296594U true CN205296594U (en) | 2016-06-08 |
Family
ID=56471029
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521073374.2U Expired - Fee Related CN205296594U (en) | 2015-12-22 | 2015-12-22 | Multi -functional steel bars of shear wall precast concrete supporting shoe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205296594U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106994740A (en) * | 2017-04-21 | 2017-08-01 | 云南建投第六建设有限公司 | A kind of method of scene self-control pea gravel concreten wall column inner bracing strip |
| CN108360754A (en) * | 2018-02-02 | 2018-08-03 | 中国建筑第四工程局有限公司 | A kind of method and device controlling shear wall and thickness of concrete cover |
| CN108999310A (en) * | 2018-07-19 | 2018-12-14 | 中国五冶集团有限公司 | Cast-in-place concrete exterior wall external thermal insulation template inner support structure and method |
| CN109024667A (en) * | 2018-05-31 | 2018-12-18 | 山东建筑大学 | A kind of branch module being used to support connection concrete-placing reinforcing steel bar cage and template |
| CN110355871A (en) * | 2019-08-07 | 2019-10-22 | 祁锦明 | The concrete frame of core mold support circumferential direction muscle with two-way positioning |
| CN110656735A (en) * | 2019-10-22 | 2020-01-07 | 中国二冶集团有限公司 | Gaskets to control the thickness of the concrete cover |
| CN111002462A (en) * | 2019-07-19 | 2020-04-14 | 中国二十冶集团有限公司 | Processing method of reinforcing through-length steel bar at bottom of prefabricated overlapped wallboard |
| CN111119491A (en) * | 2020-01-15 | 2020-05-08 | 浙江省三建建设集团有限公司 | Shear wall steel bar positioning device and method |
| CN114525884A (en) * | 2022-03-28 | 2022-05-24 | 重庆中贝源利工程咨询有限公司 | Reinforced ALC (autoclaved lightweight concrete) batten, preparation method thereof, peripheral retaining wall structure and short wall structure |
| CN117587993A (en) * | 2023-10-31 | 2024-02-23 | 南京振高建设有限公司 | Concrete supporting member, manufacturing mold and manufacturing method |
| CN117868389A (en) * | 2024-02-27 | 2024-04-12 | 中铁十六局集团城市建设发展有限公司 | Multifunctional shoring for limiting shear wall steel bars and templates |
-
2015
- 2015-12-22 CN CN201521073374.2U patent/CN205296594U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106994740A (en) * | 2017-04-21 | 2017-08-01 | 云南建投第六建设有限公司 | A kind of method of scene self-control pea gravel concreten wall column inner bracing strip |
| CN108360754A (en) * | 2018-02-02 | 2018-08-03 | 中国建筑第四工程局有限公司 | A kind of method and device controlling shear wall and thickness of concrete cover |
| CN109024667B (en) * | 2018-05-31 | 2023-12-29 | 山东建筑大学 | A formwork piece for supporting connect concrete placement steel reinforcement cage and template |
| CN109024667A (en) * | 2018-05-31 | 2018-12-18 | 山东建筑大学 | A kind of branch module being used to support connection concrete-placing reinforcing steel bar cage and template |
| CN108999310A (en) * | 2018-07-19 | 2018-12-14 | 中国五冶集团有限公司 | Cast-in-place concrete exterior wall external thermal insulation template inner support structure and method |
| CN111002462A (en) * | 2019-07-19 | 2020-04-14 | 中国二十冶集团有限公司 | Processing method of reinforcing through-length steel bar at bottom of prefabricated overlapped wallboard |
| CN110355871A (en) * | 2019-08-07 | 2019-10-22 | 祁锦明 | The concrete frame of core mold support circumferential direction muscle with two-way positioning |
| CN110656735A (en) * | 2019-10-22 | 2020-01-07 | 中国二冶集团有限公司 | Gaskets to control the thickness of the concrete cover |
| CN111119491A (en) * | 2020-01-15 | 2020-05-08 | 浙江省三建建设集团有限公司 | Shear wall steel bar positioning device and method |
| CN114525884A (en) * | 2022-03-28 | 2022-05-24 | 重庆中贝源利工程咨询有限公司 | Reinforced ALC (autoclaved lightweight concrete) batten, preparation method thereof, peripheral retaining wall structure and short wall structure |
| CN117587993A (en) * | 2023-10-31 | 2024-02-23 | 南京振高建设有限公司 | Concrete supporting member, manufacturing mold and manufacturing method |
| CN117587993B (en) * | 2023-10-31 | 2025-02-11 | 南京振高建设有限公司 | Concrete support component, manufacturing mold and manufacturing method |
| CN117868389A (en) * | 2024-02-27 | 2024-04-12 | 中铁十六局集团城市建设发展有限公司 | Multifunctional shoring for limiting shear wall steel bars and templates |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205296594U (en) | Multi -functional steel bars of shear wall precast concrete supporting shoe | |
| CN203440831U (en) | Novel basement concrete shear force wall leads wall structure | |
| CN204343459U (en) | The parapet node structure of overlaid plate type concrete shear wall system | |
| CN102433987A (en) | Method for casting heat-preserving non-dismantling template in one body | |
| CN103938870A (en) | Lightweight concrete and normal concrete synchronously-pouring method | |
| CN205242706U (en) | Cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window | |
| CN204920210U (en) | Dysmorphism spar template reinforced structure | |
| CN103556819A (en) | Construction method for reserving constructional column holes in beam plate | |
| CN203452378U (en) | Post-cast strip locating structure | |
| CN206408951U (en) | A kind of architectural industrialization project conversion layer position level ladder muscle | |
| CN102535841A (en) | Construction technology of prefabricated wall panel | |
| CN202658765U (en) | Keel framework concrete anti-crack filling wall | |
| CN107891511B (en) | Separated prefabricated bay window die | |
| CN102787849A (en) | Deep coal mine tunnel with pressure yielding function | |
| CN204753891U (en) | Concrete block brickwork wall piece level is to connecting device | |
| CN202000562U (en) | Multifunctional limiting device for shear wall | |
| CN204940908U (en) | A kind of displacement unloading structure of vertical member | |
| CN204139466U (en) | A kind of concrete prefabricated cushion block | |
| CN205224425U (en) | Supporting bracket of reinforcing -bar protective layer | |
| CN205088966U (en) | Rebar positioning frame is used in construction of outer shear force wall | |
| CN208137480U (en) | A new joist-to-column structure | |
| CN206428966U (en) | Deformation joint template of shear wall structure | |
| CN204252404U (en) | Shear force wall reinforcing steel bar topping controls mould | |
| CN202787992U (en) | Constructional column top concrete pouring structure | |
| CN201762890U (en) | Positioning strip for steel bar and template of reinforced concrete wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160608 Termination date: 20161222 |