CN105839795A - Double-dovetail assembly building anti-shock connection structure - Google Patents
Double-dovetail assembly building anti-shock connection structure Download PDFInfo
- Publication number
- CN105839795A CN105839795A CN201610311928.0A CN201610311928A CN105839795A CN 105839795 A CN105839795 A CN 105839795A CN 201610311928 A CN201610311928 A CN 201610311928A CN 105839795 A CN105839795 A CN 105839795A
- Authority
- CN
- China
- Prior art keywords
- dovetail
- fitting
- double
- embedded part
- built
- 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
- 230000000703 anti-shock Effects 0.000 title 1
- 238000010276 construction Methods 0.000 claims abstract description 11
- 238000003466 welding Methods 0.000 claims description 6
- 239000007769 metal material Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 8
- 238000009434 installation Methods 0.000 abstract description 5
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 238000003912 environmental pollution Methods 0.000 abstract description 2
- 238000012423 maintenance Methods 0.000 abstract 1
- 230000035939 shock Effects 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000012774 insulation material Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000000565 sealant Substances 0.000 description 2
- 210000002435 tendon Anatomy 0.000 description 2
- 239000004567 concrete Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6145—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
- E04B1/6158—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element the connection made by formlocking
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
- Building Environments (AREA)
Abstract
本发明公开了一种双燕尾装配式建筑抗震连接结构,包括燕尾槽、双燕尾楔条、预埋件a、预埋件b、锚筋;燕尾槽设置在建筑墙体连接的上下两侧;所述上下两侧燕尾槽成水平轴对称述双燕尾楔条设置在燕尾槽内,所述双燕尾楔条一侧设置有所述预埋件a,双燕尾楔条的另一侧设置有所述预埋件b;所述预埋件a设置在墙体a上,预埋件b设置在墙体b上;所述预埋件a和预埋件b上均连接有两排锚筋;本发明精准度高,组装快捷,连接牢固,抗震性能好,环保节能,便于安装,拆卸更换自如,节约了施工时间,显著的提高了建筑墙体的安装效率,有效的防止了工地环境污染和噪声污染;工艺简便,组装快捷,易于维护,链接牢固,不易脱落。
The invention discloses a double dovetail assembled building anti-seismic connection structure, which comprises dovetail grooves, double dovetail wedge strips, embedded parts a, embedded parts b, and anchor bars; the dovetail grooves are arranged on the upper and lower sides of building wall connections; The dovetail grooves on the upper and lower sides are horizontal and axisymmetric. The double dovetail wedges are arranged in the dovetail grooves. One side of the double dovetail wedges is provided with the embedded part a, and the other side of the double dovetail wedges is provided with a The embedded part b; the embedded part a is arranged on the wall a, and the embedded part b is arranged on the wall b; the embedded part a and the embedded part b are connected with two rows of anchor bars; The invention has high precision, fast assembly, firm connection, good shock resistance, environmental protection and energy saving, easy installation, free disassembly and replacement, saves construction time, significantly improves the installation efficiency of building walls, and effectively prevents environmental pollution and Noise pollution; simple process, quick assembly, easy maintenance, firm link, not easy to fall off.
Description
技术领域 technical field
本发明属于建筑抗震技术领域,具体涉及到双燕尾装配式建筑抗震连接结构。 The invention belongs to the field of building anti-seismic technology, and in particular relates to a double dovetail assembled building anti-seismic connection structure.
背景技术 Background technique
目前,建筑墙体施工中,大多数采用钢筋混凝土现场浇筑的方法,首先搭脚手架,绑钢筋,然后固定钢模子,浇筑混凝土砂浆,此种方法施工复杂、成本高、施工期长,环境噪声污染,且影响安装效率。 At present, in the construction of building walls, most of them adopt the method of pouring reinforced concrete on site. First, scaffolding is erected, steel bars are tied, and then steel molds are fixed, and concrete mortar is poured. This method is complex in construction, high in cost, long in construction period, and pollutes the environment , and affect the installation efficiency.
另一种建筑装配连接结构采用的方法是:在两个墙体板块连接处预留出钢筋头,用焊接的方式连接,此种方法焊接时定位精度差,墙体易产生偏斜,并且焊接时火花飞溅易引起火灾;除此之外,接缝处很难处理,施工质量差。所以有必要对抗震连接结构进行深入的研究和优化,进而消除定位精度差、施工质量差、成本高等缺点。 Another method used in the building assembly connection structure is to reserve a steel bar head at the joint of the two wall panels and connect them by welding. This method has poor positioning accuracy during welding, and the wall is prone to deflection, and the welding When the sparks splash, it is easy to cause a fire; in addition, the joints are difficult to handle, and the construction quality is poor. Therefore, it is necessary to carry out in-depth research and optimization of the seismic connection structure, so as to eliminate the shortcomings of poor positioning accuracy, poor construction quality, and high cost.
发明内容 Contents of the invention
本发明的主要目的是提供一种双燕尾装配式建筑抗震连接结构,解决施工复杂、成本高、施工期长、环境噪声污染等问题。 The main purpose of the present invention is to provide a double dovetail assembled building anti-seismic connection structure to solve the problems of complex construction, high cost, long construction period, environmental noise pollution and the like.
发明是通过以下技术方案来实现的:双燕尾装配式建筑抗震连接结构;包括燕尾槽、双燕尾楔条、预埋件a、预埋件b、锚筋;所述燕尾槽设置在建筑墙体连接的上下两侧;所述上下两侧燕尾槽成水平轴对称;所述双燕尾楔条设置在燕尾槽内,所述双燕尾楔条一侧设置有所述预埋件a,所述双燕尾楔条的另一侧设置有所述预埋件b;所述预埋件a设置在墙体a上,所述预埋件b设置在墙体b上;所述预埋件a和预埋件b上均设置有两排锚筋。 The invention is realized through the following technical solutions: double dovetail assembled building seismic connection structure; including dovetail slots, double dovetail wedge strips, embedded parts a, embedded parts b, and anchor bars; the dovetail slots are set on the building wall The upper and lower sides of the connection; the dovetail grooves on the upper and lower sides are symmetrical to the horizontal axis; the double dovetail wedges are arranged in the dovetail grooves, one side of the double dovetail wedges is provided with the embedded part a, and the double dovetail wedges The other side of the dovetail wedge is provided with the embedded part b; the embedded part a is arranged on the wall a, and the embedded part b is arranged on the wall b; the embedded part a and the embedded part Embedded parts b are provided with two rows of anchor bars.
作为优选,所述的预埋件a、预埋件b均采用金属材料制成。 Preferably, the embedded part a and the embedded part b are both made of metal materials.
作为优选,所述锚筋通过焊接的方式设置在预埋件a和预埋件b上。 Preferably, the anchor bars are arranged on the embedded part a and the embedded part b by welding.
作为优选,所述预埋件a和预埋件b上的两排锚筋大小相同。 Preferably, the two rows of anchor tendons on the embedded part a and the embedded part b have the same size.
本发明一种双燕尾装配式建筑抗震连接结构,将双燕尾楔条插到燕尾槽内,可将两个建筑墙体板块牢固链接,形成自锁,精度高,互换性好。 The invention relates to a double-dovetail assembled building anti-seismic connection structure. The double-dovetail wedge strips are inserted into the dovetail grooves, and two building wall plates can be firmly connected to form self-locking, with high precision and good interchangeability.
与现有技术相比较,本发明具有的优点在于:(1)本发明精准度高,组装快捷,连接牢固,抗震性能好,环保节能,便于安装,可以实现建筑墙体单元标准化,拆卸更换自如(2)本发明既节省了工人体力劳动,同时又极大的节约了施工时间,显著的提高了建筑墙体的安装效率,有效的防止了工地环境污染和噪声污染;(3)本发明制造工艺简便,组装快捷,易于维护,链接牢固,不易脱落。 Compared with the prior art, the present invention has the following advantages: (1) The present invention has high precision, fast assembly, firm connection, good seismic performance, environmental protection and energy saving, easy installation, can realize the standardization of building wall units, and can be disassembled and replaced freely (2) The present invention not only saves the physical labor of workers, but also greatly saves construction time, significantly improves the installation efficiency of building walls, and effectively prevents environmental pollution and noise pollution on the construction site; (3) The present invention manufactures The process is simple, the assembly is quick, easy to maintain, the link is firm, and it is not easy to fall off.
附图说明 Description of drawings
图1为本发明的结构示意图。 Fig. 1 is a structural schematic diagram of the present invention.
附图序号说明: 1 预埋件a、2 墙体a、3 保温材料、4 外墙面、5 墙缝填充材料、6 耐候密封胶、7 双燕尾楔条、8预埋件b、9墙体b、10 燕尾槽、11 锚筋。 Explanation of the serial numbers of the drawings: 1 Embedded part a, 2 Wall body a, 3 Thermal insulation material, 4 External wall surface, 5 Wall joint filling material, 6 Weather-resistant sealant, 7 Double dovetail wedge, 8 Embedded part b, 9 Wall Body b, 10 dovetail groove, 11 anchor bar.
具体实施方式 detailed description
下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整的描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动的前提下所获得的所有其他实施例,都属于本发明保护范围。 The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.
结合图1,双燕尾装配式建筑抗震连接结构,包括:包括燕尾槽10、双燕尾楔条7、1预埋件a、8预埋件b、锚筋11;所述燕尾槽10设置在建筑墙体连接的上下两侧;所述上下两侧燕尾槽10成水平轴对称;所述双燕尾楔条7设置在燕尾槽10内,所述双燕尾楔条7一侧设置有所述1预埋件a,所述双燕尾楔条7的另一侧设置有所述8预埋件b; 所述1预埋件a设置在2墙体a上,所述8预埋件b设置在9墙体b上;所述1预埋件a和8预埋件b上均设置有两排锚筋11。 Referring to Fig. 1, the double dovetail assembled building seismic connection structure includes: dovetail groove 10, double dovetail wedge strip 7, 1 embedded part a, 8 embedded part b, anchor bar 11; the dovetail groove 10 is set in the building The upper and lower sides of the wall connection; the upper and lower dovetail grooves 10 are horizontally symmetrical; the double dovetail wedges 7 are arranged in the dovetail grooves 10, and one side of the double dovetail wedges 7 is provided with the 1 preset The embedded part a, the other side of the double dovetail wedge strip 7 is provided with the 8 embedded parts b; the 1 embedded part a is arranged on the 2 wall a, and the 8 embedded parts b are arranged on the 9 On the wall b; two rows of anchor bars 11 are arranged on the 1 embedded part a and the 8 embedded parts b.
作为优选,所述的1预埋件a 、8预埋件b 均采用金属材料制成。 Preferably, the 1 embedded part a and the 8 embedded part b are all made of metal materials.
作为优选,所述锚筋11通过焊接的方式连接到1预埋件a和8预埋件b上。 Preferably, the anchor bars 11 are connected to the embedded parts 1 a and 8 embedded parts b by welding.
作为优选,所述1预埋件a和8预埋件b上的两排锚筋大小相同。 Preferably, the two rows of anchor tendons on the 1 embedded part a and the 8 embedded parts b have the same size.
操作过程:首先在建筑墙体连接的上下处均设置有燕尾槽10,在燕尾槽10的外面均设置有预埋件,然后将双燕尾楔条7插入到燕尾槽10内,在使两个墙体板块准确快速固定,在保温材料3的裂缝处填有墙缝填充材料5,外墙面4墙缝处填充耐候密封胶6,防止水渗入。 Operation process: firstly, dovetail grooves 10 are arranged at the upper and lower parts of the building wall connection, and embedded parts are arranged outside the dovetail grooves 10, and then the double dovetail wedge strips 7 are inserted into the dovetail grooves 10, and the two The wall panels are fixed accurately and quickly, the cracks of the thermal insulation material 3 are filled with the wall joint filling material 5, and the wall joints of the outer wall 4 are filled with weather-resistant sealant 6 to prevent water infiltration.
上述实施例仅仅是对本发明构思实现形式的列举,本发明的保护范围不仅限于上述实施例,本发明的保护范围可延伸至本领域技术人员依据本发明的技术构思所能想到的等同技术手段。 The above-mentioned embodiments are only enumerations of the implementation forms of the concept of the present invention, and the protection scope of the present invention is not limited to the above-mentioned embodiments, and the protection scope of the present invention can be extended to equivalent technical means that those skilled in the art can think of based on the technical concept of the present invention.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610311928.0A CN105839795A (en) | 2016-05-12 | 2016-05-12 | Double-dovetail assembly building anti-shock connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610311928.0A CN105839795A (en) | 2016-05-12 | 2016-05-12 | Double-dovetail assembly building anti-shock connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105839795A true CN105839795A (en) | 2016-08-10 |
Family
ID=56592273
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610311928.0A Pending CN105839795A (en) | 2016-05-12 | 2016-05-12 | Double-dovetail assembly building anti-shock connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105839795A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152088A (en) * | 2017-03-30 | 2017-09-12 | 西京学院 | A kind of prefabrication and assembly construction double dovetail type steel-concrete combination beams of use peg connection |
| CN107687213A (en) * | 2017-10-16 | 2018-02-13 | 华东建筑设计研究院有限公司 | A kind of assembly concrete wall connecting node apparatus and construction method |
| CN108222292A (en) * | 2018-03-17 | 2018-06-29 | 福州大学 | Detachable connection structure and its installation method between prefabricated board |
| CN109594658A (en) * | 2018-12-25 | 2019-04-09 | 攀枝花学院 | Prefabricated components connection structure, Assembled wall panels and its construction method |
| CN111535450A (en) * | 2020-05-08 | 2020-08-14 | 苏州中聚绿色建筑技术有限公司 | Butterfly quick-connection nut for modular wall connection |
| CN112281918A (en) * | 2020-11-13 | 2021-01-29 | 广州地铁设计研究院股份有限公司 | Assembled subway station and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10299100A (en) * | 1997-04-28 | 1998-11-10 | Nippon Hume Pipe Co Ltd | Method of joining blocks between concrete structures using precast concrete blocks |
| JPH11140994A (en) * | 1997-11-06 | 1999-05-25 | Nippon Hume Pipe Co Ltd | Joint structure of precast concrete members |
| JP3665767B2 (en) * | 2002-03-12 | 2005-06-29 | 有限会社 マツキ | Turnbuckle-type reinforced joints and methods of joining precast reinforced concrete structures using them |
| CN103088922A (en) * | 2011-11-01 | 2013-05-08 | 长沙远大住宅工业有限公司 | Key type integral connection structure for precast hollow slabs |
| CN104727445A (en) * | 2015-04-01 | 2015-06-24 | 长沙远大住宅工业集团有限公司 | Connection method and structure of bolts with mortises and tenon joints for prefabricated parts of total-fabricated building |
| CN205776803U (en) * | 2016-05-12 | 2016-12-07 | 沈阳建筑大学 | A kind of double dovetail assembled architecture antidetonation attachment structure |
-
2016
- 2016-05-12 CN CN201610311928.0A patent/CN105839795A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10299100A (en) * | 1997-04-28 | 1998-11-10 | Nippon Hume Pipe Co Ltd | Method of joining blocks between concrete structures using precast concrete blocks |
| JPH11140994A (en) * | 1997-11-06 | 1999-05-25 | Nippon Hume Pipe Co Ltd | Joint structure of precast concrete members |
| JP3665767B2 (en) * | 2002-03-12 | 2005-06-29 | 有限会社 マツキ | Turnbuckle-type reinforced joints and methods of joining precast reinforced concrete structures using them |
| CN103088922A (en) * | 2011-11-01 | 2013-05-08 | 长沙远大住宅工业有限公司 | Key type integral connection structure for precast hollow slabs |
| CN104727445A (en) * | 2015-04-01 | 2015-06-24 | 长沙远大住宅工业集团有限公司 | Connection method and structure of bolts with mortises and tenon joints for prefabricated parts of total-fabricated building |
| CN205776803U (en) * | 2016-05-12 | 2016-12-07 | 沈阳建筑大学 | A kind of double dovetail assembled architecture antidetonation attachment structure |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152088A (en) * | 2017-03-30 | 2017-09-12 | 西京学院 | A kind of prefabrication and assembly construction double dovetail type steel-concrete combination beams of use peg connection |
| CN107152088B (en) * | 2017-03-30 | 2020-08-18 | 西京学院 | Prefabricated double-dovetail type steel-concrete combined beam connected by adopting studs |
| CN107687213A (en) * | 2017-10-16 | 2018-02-13 | 华东建筑设计研究院有限公司 | A kind of assembly concrete wall connecting node apparatus and construction method |
| CN108222292A (en) * | 2018-03-17 | 2018-06-29 | 福州大学 | Detachable connection structure and its installation method between prefabricated board |
| CN108222292B (en) * | 2018-03-17 | 2024-03-22 | 福州大学 | Detachable connecting structure between prefabricated plates and installation method thereof |
| CN109594658A (en) * | 2018-12-25 | 2019-04-09 | 攀枝花学院 | Prefabricated components connection structure, Assembled wall panels and its construction method |
| CN111535450A (en) * | 2020-05-08 | 2020-08-14 | 苏州中聚绿色建筑技术有限公司 | Butterfly quick-connection nut for modular wall connection |
| CN112281918A (en) * | 2020-11-13 | 2021-01-29 | 广州地铁设计研究院股份有限公司 | Assembled subway station and construction method thereof |
| CN112281918B (en) * | 2020-11-13 | 2022-06-21 | 广州地铁设计研究院股份有限公司 | Assembled subway station and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105839795A (en) | Double-dovetail assembly building anti-shock connection structure | |
| WO2017197853A1 (en) | Insulation precast wall and prefabricated building | |
| CN205063100U (en) | Prevent hot wall and prevent hot wall system | |
| CN206337641U (en) | Transverse joint connecting node between a kind of prefabricated board wall layers | |
| CN101672108A (en) | Steel plate-brickwork combination stressed building component and production method thereof | |
| CN104912196A (en) | Connection joint of concrete filled steel tubular column and enclosed U-shaped steel concrete composite beam | |
| CN104294920B (en) | The node component of a kind of U-shaped steel-concrete combination beam and special-shaped steel pipe concrete post and preparation method | |
| CN205242706U (en) | Cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window | |
| CN206467824U (en) | A kind of assembly concrete frame wall filled with masonry | |
| CN204385972U (en) | Form removal combined wall board exempted from by gas concrete | |
| CN209941925U (en) | A bolt hole plugging structure | |
| CN108277895A (en) | A kind of composite heat preserving external wall system and construction method | |
| CN105239668B (en) | A kind of internal partition formula concrete filled steel tube switching node structure and its construction method | |
| CN205777063U (en) | A kind of shear wall slab for multilamellar, high level or high-rise building | |
| CN204326522U (en) | Insulation protection integrated non-dismantling formwork | |
| CN204081090U (en) | The node component of a kind of U-shaped steel-concrete combination beam and special-shaped steel pipe concrete post | |
| CN205776803U (en) | A kind of double dovetail assembled architecture antidetonation attachment structure | |
| CN105239675B (en) | A kind of concrete filled steel tube switching node structure and its construction method | |
| CN104389360A (en) | Externally suspended insulation board type reinforcement brickwork shear wall system and construction method thereof | |
| CN207277679U (en) | Air-entrained concrete building block and armored concrete outline border integral wall | |
| CN206625348U (en) | A kind of assembled integral bean column node | |
| CN105239696B (en) | A thermal insulation wall with expanded vitrified microbeads | |
| CN108978884A (en) | A kind of assembled architecture goes along with sb. to guard him the connection structure of exterior wall and steel I-beam | |
| CN211597390U (en) | Reinforcement connection structure of vertical reinforcement in prefabricated shear wall | |
| CN108343234A (en) | It can be used as modification module and its application of the cast-in-place ring beam template of hollowed-block masonry |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160810 |
|
| WD01 | Invention patent application deemed withdrawn after publication |