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
- built
- double
- embedded part
- 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 abstract 3
- 238000010276 construction Methods 0.000 claims abstract description 17
- 238000003466 welding Methods 0.000 claims description 6
- 239000007769 metal material Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 7
- 238000009434 installation Methods 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 239000012774 insulation material Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 239000000565 sealant Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 231100001261 hazardous Toxicity 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010959 steel 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
Abstract
The invention discloses a double-dovetail assembly building anti-shock connection structure. The structure comprises dovetail grooves, a double-dovetail wedge strip, an embedded part a, an embedded part b and anchor ribs. The dovetail grooves are formed in the upper side and the lower side of a building wall connector. the dovetail grooves in the upper side and in the lower side are in axis symmetry in the horizontal direction, the double-dovetail wedge strip is arranged in the dovetail grooves, the embedded part a is arranged on one side of the double-dovetail wedge strip, the embedded part b is arranged on the other side of the double-dovetail wedge strip, the embedded part a is arranged on a wall a, and the embedded part b is arranged on a wall b. The embedded part a and the embedded part b are both connected with two rows of anchor ribs. The structure is high in precision, quick to assemble, firm in connection, good in anti-shock performance, environmentally friendly, capable of saving energy, convenient to install and free to detach and replace, construction time is saved, installation efficiency of the building walls is remarkably improved, construction site environment pollution and noise pollution are effectively prevented, the process is simple, assembly is quick, maintenance is easy, connection is firm, and the structure is not likely to disengage.
Description
Technical field
The invention belongs to building aseismicity technical field, be specifically related to double dovetail assembled architecture antidetonation attachment structure.
Background technology
At present, in construction wall construction, great majority use the method for armored concrete cast in situs, first scaffolding, tie up reinforcing bar, then fix punching block, casting concrete mortar, this kind method construction is complicated, cost is high, the construction time is long, pollution from environmental noise, and affects installation effectiveness.
The method that another kind of building assembly connection structure uses is: reserving steel bar end two body of wall plate junctions, connect by the mode of welding, during this kind of method welding, positioning precision is poor, and body of wall is easily generated deflection, and spark splashing fire hazardous when welding；In addition, seam crossing is difficult to process, and construction quality is poor.It is therefore necessary to antidetonation attachment structure to be carried out in-depth study and optimization, so eliminate positioning precision is poor, construction quality is poor, high in cost of production shortcoming.
Summary of the invention
The main object of the present invention is to provide a kind of double dovetail assembled architecture antidetonation attachment structure, solves the problems such as construction complexity, cost height, construction time length, pollution from environmental noise.
Invention is achieved through the following technical solutions: double dovetail assembled architecture antidetonation attachment structures；Including dovetail groove, double dovetail spline, built-in fitting a, built-in fitting b, dowel；Described dovetail groove is arranged on the both sides up and down that construction wall connects；Described upper and lower both sides dovetail groove becomes trunnion axis symmetrical；Described pair of dovetail spline is arranged in dovetail groove, and described pair of dovetail spline side is provided with described built-in fitting a, and the opposite side of described pair of dovetail spline is provided with described built-in fitting b；Described built-in fitting a is arranged on body of wall a, and described built-in fitting b is arranged on body of wall b；Two row's dowels it are provided with on described built-in fitting a and built-in fitting b.
As preferably, described built-in fitting a, built-in fitting b all use metal material to make.
As preferably, described dowel is arranged on built-in fitting a and built-in fitting b by the way of welding.
As preferably, described built-in fitting a is identical with two row's dowel sizes on built-in fitting b.
Double dovetail splines are inserted in dovetail groove by a kind of double dovetail assembled architecture antidetonation attachment structures of the present invention, two construction wall plate secure attachment can be formed self-locking, and precision is high, and interchangeability is good.
Compared with prior art, present invention have the advantage that: (1) precision of the present invention is high, assemble quick, be connected firmly, anti-seismic performance is good, environmental protection and energy saving, it is simple to install, it is possible to achieve construction wall unit standardization, dismounting and change (2) present invention freely had both saved workman's physical work, save the engineering time the most greatly simultaneously, significantly improve the installation effectiveness of construction wall, be effectively prevented building site environmental pollution and sound pollution；(3) manufacturing process of the present invention is easy, assembles quick, it is easy to safeguard, links firmly, difficult drop-off.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
Figure number illustrates: 1 built-in fitting a, 2 body of wall a, 3 insulation materials, 4 wall faces, 5 wall seam packing material, 6 weather proofing sealants, 7 pairs of dovetail splines, 8 built-in fitting b, 9 body of wall b, 10 dovetail grooves, 11 dowels.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete description, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiment.Based on the embodiment in the present invention, the every other embodiment that those of ordinary skill in the art are obtained on the premise of not making creative work, broadly fall into scope.
In conjunction with Fig. 1, double dovetail assembled architecture antidetonation attachment structures, including: include dovetail groove 10, double dovetail spline 7,1 built-in fitting a, 8 built-in fitting b, dowel 11；Described dovetail groove 10 is arranged on the both sides up and down that construction wall connects；Described upper and lower both sides dovetail groove 10 becomes trunnion axis symmetrical；Described pair of dovetail spline 7 is arranged in dovetail groove 10, and described pair of dovetail spline 7 side is provided with described 1 built-in fitting a, and the opposite side of described pair of dovetail spline 7 is provided with described 8 built-in fitting b；Described 1 built-in fitting a is arranged on 2 body of wall a, and described 8 built-in fitting b are arranged on 9 body of wall b；It is provided with two row's dowels 11 on described 1 built-in fitting a and 8 built-in fitting b.
As preferably, described 1 built-in fitting a, 8 built-in fitting b all use metal material to make.
As preferably, described dowel 11 is connected on 1 built-in fitting a and 8 built-in fitting b by the way of welding.
As preferably, two row's dowel sizes on described 1 built-in fitting a and 8 built-in fitting b are identical.
Operating process: the place up and down first connected at construction wall is provided with dovetail groove 10, it is provided with built-in fitting in the outside of dovetail groove 10, then double dovetail splines 7 are inserted in dovetail groove 10, the most quickly fix making two body of wall plates, wall seam packing material 5 it is filled with at the crack of insulation material 3, fill weather proofing sealant 6 at wall face 4 wall seam, prevent water from penetrating into.
Above-described embodiment is only to enumerate present inventive concept way of realization, and protection scope of the present invention is not limited only to above-described embodiment, and protection scope of the present invention may extend to those skilled in the art and conceives thinkable equivalent technologies means according to the technology of the present invention.
Claims (4)
1. pair dovetail assembled architecture antidetonation attachment structure, it is characterised in that include dovetail groove (10), double dovetail spline (7), built-in fitting a(1), built-in fitting b(8), dowel (11)；Described dovetail groove (10) is arranged on the both sides up and down that construction wall connects；Described upper and lower both sides dovetail groove (10) become trunnion axis symmetrical；Described pair of dovetail spline (7) is arranged in dovetail groove (10), and described pair of dovetail spline (7) side is provided with described built-in fitting a(1), the opposite side of described pair of dovetail spline is provided with described built-in fitting b(8)；Described built-in fitting a(1) be arranged on body of wall a, described built-in fitting b(8) be arranged on body of wall b；Described built-in fitting a(1) and built-in fitting b(8) on be provided with two row's dowels (11).
2. according to the double dovetail assembled architecture antidetonation attachment structures described in claim 1, it is characterised in that described built-in fitting a(1), built-in fitting b(8) all use metal material make.
3. according to the double dovetail assembled architecture antidetonation attachment structures described in claim 1, it is characterised in that described dowel (11) arranges built-in fitting a(1 by the way of welding) and built-in fitting b(8) on.
4. according to a kind of double dovetail assembled architecture antidetonation attachment structures described in claim 1, it is characterised in that described built-in fitting a is identical with dowel (11) size on built-in fitting b.
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 (5)
| 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 |
| 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 | Connecting method between block of concrete structure by precast-concrete block |
| 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 | Connecting method between block of concrete structure by precast-concrete block |
| 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 (8)
| 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 |
| 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 |
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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 | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160810 |