CN106436937A - Reinforcing bar connecting bridge - Google Patents
Reinforcing bar connecting bridge Download PDFInfo
- Publication number
- CN106436937A CN106436937A CN201610800556.8A CN201610800556A CN106436937A CN 106436937 A CN106436937 A CN 106436937A CN 201610800556 A CN201610800556 A CN 201610800556A CN 106436937 A CN106436937 A CN 106436937A
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- termination
- overcoat
- slot
- connecting bridge
- 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.)
- Granted
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 84
- 239000000725 suspension Substances 0.000 claims description 10
- 238000005452 bending Methods 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 210000003205 muscle Anatomy 0.000 claims description 4
- 239000002131 composite material Substances 0.000 abstract description 3
- 230000015271 coagulation Effects 0.000 abstract description 2
- 238000005345 coagulation Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 abstract description 2
- 239000011241 protective layer Substances 0.000 abstract 3
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 10
- 238000009413 insulation Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 5
- 239000011150 reinforced concrete Substances 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000007493 shaping process Methods 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
-
- 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
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/762—Exterior insulation of exterior walls
- E04B1/7629—Details of the mechanical connection of the insulation to the wall
- E04B1/7633—Dowels with enlarged insulation retaining head
Abstract
The invention provides a reinforcing bar connecting bridge. The reinforcing bar connecting bridge comprises a plug cooperating with a slot on the EPS module, a terminal end associated with an inner die plate and a protective-layer reinforcing bar suspending end, wherein the protective-layer reinforcing bar suspending end is connected to the front end of the plug matched with the slot on the EPS module. The reinforcing bar connecting bridge also comprises a connecting reinforcing bar, the rear end of the connecting reinforcing bar extends into the tail end matched with the inner die plate and is integrated with the same, and the front end of the reinforcing bar extends into the plug matched with the slot on the EPS module and the protective-layer reinforcing bar suspending end and is integrated with the same, and the middle of the connecting reinforcing bar is exposed. The reinforcing bar connecting bridge can realize the connection between the various components needed in the process of constructing the composite wall, and can realize the good combination with the coagulation after pouring, which is beneficial to provide the overall strength of the composite wall.
Description
Technical field
The present invention relates to a kind of wall body structure component of building.Specifically one kind is for each in combined wall
The connecting bridge connecting between layer.
Background technology
The prior art being closer to the present invention is Publication No. CN103233519A (publication date：2013.08.07) special
In sharp file, a kind of disclosed " multifunctional heat insulating wall connecting that can form reinforced concrete structure in EPS heat-insulation layer both sides
Part ".The main composition of this technical scheme includes connecting plate, is provided with one end of connecting plate and matches with the slot in EPS module
The plug closing, is provided with, in the other end of connecting plate, the end plate matching with detachable template.It is connected with column outside plug
Termination, column termination has "+" shape reinforcement installation groove.During use, plug is matched with the slot in EPS module, in end plate
It is respectively provided with detachable template with column termination, makes the both sides of EPS module be respectively formed reinforced concrete structure layer, by EPS module
Heat-insulation layer is wrapped between two-layer reinforced concrete structure layer.Reinforced concrete structure layer inside EPS module heat-insulation layer is load-bearing
Wall, the reinforced concrete structure layer outside EPS module heat-insulation layer is overcoat.Both good heat insulation effect can be reached, make again
EPS module heat-insulation layer is protected.The fire safety performance of building masonry wall can not only be improved, and can also save to EPS
The construction of prevention work of module heat-insulation layer is crossed into, improves the operating speed of building.Column termination is arranged "+" shape reinforcement installation groove,
The steel bar arrangement of overcoat will be constituted in this reinforcement installation groove during use.Both the trouble of wiretie can have been removed from, and directly
Reinforcing bar is positioned.
The connector of technique scheme assume responsibility for internally positioned EPS module and be located at both sides detachable template it
Between linkage function, be also the arrangement carrier of reinforcing bar in overcoat, body of wall shaping rear connectors cross in whole body of wall, connect
Part becomes the important component part of body of wall.Therefore connector during whole wall construction and body of wall use during, its
Stressing conditions are sufficiently complex, once connector deforms because of stress, it will have influence on quality and the service life of building.
Applicant is also it is proposed that patent application with regard to " have the sandwich connecting bridge of reinforcing bar ".But in this technical scheme, though
So being provided with reinforcing steel bar makes the overall structure of connecting bridge strengthen, but the performance boost to combined wall need to be improved.Special
Do not see that connecting bridge is also mainly prepared from plastic material on the whole, reinforcing steel bar is wrapped in plastic material and works as
In, it is hardly formed good combination between plastic material and the concrete pouring.
Content of the invention
It is an object of the invention to provide a kind of can either realize constructing required various parts during combined wall it
Between connection, the bar connecting bridge realizing good combination can be carried with the coagulation after pouring again.
The object of the present invention is achieved like this：
The end termination matched with inner template including the plug matching with the slot in EPS module and overcoat steel
Muscle hangs termination, and described overcoat reinforcing bar hangs the front end that termination is connected to the plug matching with the slot in EPS module, also
Including connecting reinforcing bar, the rear end connecting reinforcing bar is extend in the end termination matched with inner template and is combined into one, and connects
The front end of reinforcing bar extend into the plug matching with the slot in EPS module and overcoat reinforcing bar hangs in termination and is combined into one
Body, the centre connecting reinforcing bar is exposed.
The present invention can also include：
1st, there is one section of bending section the front end connecting reinforcing bar, and overcoat reinforcing bar hangs and has at the close described bending section of termination
Overcoat reinforcing bar suspension groove.
2nd, overcoat reinforcing bar hangs the front end termination that the front end setting of termination is matched with exterior sheathing.
3 plugs matching with the slot in EPS module and overcoat reinforcing bar hang have on termination make to be connected reinforcing bar naked
The groove of dew.
4th, the bottom of overcoat reinforcing bar suspension groove is less than, away from the distance connecting reinforcing steel bar center, the radius connecting reinforcing bar.
The present invention, to connect reinforcing bar for main connector, will be matched with the slot in EPS module by connecting reinforcing bar
Plug and overcoat reinforcing bar hang termination and the end termination matched with inner template is linked into an integrated entity, with EPS module on insert
The plug that groove matches is used for the fixation of EPS module, and the end termination matched with inner template is used for the fixation of inner template, protection
Layer reinforcing bar hangs termination and is used for the suspension of overcoat reinforcing bar, and the outside of overcoat reinforcing bar suspension termination is used for the fixation of exterior sheathing.EPS
Form supporting course armored concrete between module and inner template to lay and casting space, formed anti-between EPS module and exterior sheathing
Sheath armored concrete casting space.EPS module, inner template, exterior sheathing and protection can be realized by a connecting bridge simultaneously
The fixation of layer reinforcing bar etc..
The centre connecting reinforcing bar is exposed, supporting course armored concrete lay with pour and complete after, exposed connection steel
Muscle is directly contacted with concrete, so that connection reinforcing bar and supporting course armored concrete is securely joined with integral, in overcoat reinforcing bar
Suspension during will not make between connection reinforcing bar and supporting course armored concrete produce loosen, make formation combined wall total
Body structural strength is substantially improved.
The present invention according to connecting bridge the construction of combined wall and use during loading in composite and design so as to
There is while convenient construction excellent mechanical property.
Brief description
Fig. 1 is the structural representation of the present invention.
Fig. 2 and Fig. 3 is the perspective view of Fig. 1.
Fig. 4 be overcoat reinforcing bar hang termination using having "+" schematic diagram of shape reinforcement installation groove column termination.
Specific embodiment
Illustrate below in conjunction with the accompanying drawings and the present invention is described in more detail.
Composition in conjunction with the first embodiment of Fig. 1-Fig. 3 present invention includes matching with the slot in EPS module
The end termination 5 that plug 2 is matched with inner template and overcoat reinforcing bar hang termination 3, and overcoat reinforcing bar hangs termination and is connected to
The front end of the plug matching with the slot in EPS module, also include connect reinforcing bar 1, connect reinforcing bar rear end extend into interior
In the end termination that template matches and be combined into one, the front end connecting reinforcing bar is extend into and is matched with the slot in EPS module
The plug closing and overcoat reinforcing bar hang in termination and are combined into one, and the centre connecting reinforcing bar is exposed.With inserting in EPS module
The plug that groove matches includes outer plate, centerboard, three plates of built-in inserted plate and EPS block supports disk, the lateral surface of outer plate
Spacing between the medial surface of built-in inserted plate is equal with the thickness of EPS module, the medial surface of EPS block supports disk and built-in inserted plate
It is connected.
The second embodiment of the present invention is on the basis of the first embodiment, is connecting the front end setting of reinforcing bar
One section of bending section 6, overcoat reinforcing bar hangs and has overcoat reinforcing bar suspension groove 9 at the close described bending section of termination.Overcoat
The bottom of reinforcing bar suspension groove is less than, away from the distance connecting reinforcing steel bar center, the radius connecting reinforcing bar.The feature of this embodiment is：Make
Used time system webbed overcoat reinforcing bar directly hangs over and connects at the bending section of reinforcing bar, not only easy construction, and overcoat steel
Muscle forms powerful support with being connected reinforcing bar directly contact, connection reinforcing bar to overcoat reinforcing bar, after pouring protection layer concrete, protection
Layer reinforcing bar directly protects layer concrete to contact with pouring with connecting reinforcing bar, advantageously forms firm combination.
The third embodiment of the present invention is on the basis of a kind of any of the above described embodiment, hangs in overcoat reinforcing bar
Hang the front end termination that the front end setting of termination is matched with exterior sheathing.Front end termination be used for exterior sheathing positioning and fixation so that
Construction is more convenient.
The third embodiment of the present invention is on the basis of a kind of any of the above described embodiment, with EPS module on
The plug that matches of slot on open up groove 8-1 and 8-2 making connection reinforcing bar exposed.Hang in overcoat reinforcing bar and open on termination
If making the exposed groove of connection reinforcing bar 7.These grooves make the exposed surface of connection reinforcing bar bigger, with pour after the connecing of concrete
Contacting surface is just bigger, consolidation more firm.Certainly the quantity of groove can increase or decrease.
In conjunction with Fig. 4, in addition to above-mentioned embodiment, the overcoat reinforcing bar suspension termination of the present invention can also adopt and have
"+" shape reinforcement installation groove column termination, the rear end connecting reinforcing bar can also arrange one section of bending section, strengthen and match with inner template
End termination intensity.
Claims (6)
1. a kind of bar connecting bridge, the end end matched with inner template including the plug matching with the slot in EPS module
Head and overcoat reinforcing bar hang termination, and described overcoat reinforcing bar is hung termination and is connected to and matched with the slot in EPS module
The front end of plug, is characterized in that：Also include connecting reinforcing bar, the rear end connecting reinforcing bar extend into the end end matched with inner template
Head in and be combined into one, connect reinforcing bar front end extend into the plug matching with the slot in EPS module and overcoat steel
Muscle hangs in termination and is combined into one, and the centre connecting reinforcing bar is exposed.
2. bar connecting bridge according to claim 1, is characterized in that：There is one section of bending section the front end connecting reinforcing bar, protection
Layer reinforcing bar hangs and has overcoat reinforcing bar suspension groove at the close described bending section of termination.
3. bar connecting bridge according to claim 2, is characterized in that：The bottom of overcoat reinforcing bar suspension groove is away from connection reinforcing bar
The distance at center is less than the radius connecting reinforcing bar.
4. the bar connecting bridge according to claim 1,2 or 3, is characterized in that：The front end that overcoat reinforcing bar hangs termination sets
Put the front end termination matched with exterior sheathing.
5. the bar connecting bridge according to claim 1,2 or 3, is characterized in that：That is matched with the slot in EPS module is inserted
Head and overcoat reinforcing bar hang and have, on termination, the groove making connection reinforcing bar exposed.
6. bar connecting bridge according to claim 4, is characterized in that：The plug that matches with the slot in EPS module and
Overcoat reinforcing bar hangs and has, on termination, the groove making connection reinforcing bar exposed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610800556.8A CN106436937B (en) | 2016-09-04 | 2016-09-04 | Reinforcing bar connecting bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610800556.8A CN106436937B (en) | 2016-09-04 | 2016-09-04 | Reinforcing bar connecting bridge |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106436937A true CN106436937A (en) | 2017-02-22 |
| CN106436937B CN106436937B (en) | 2019-03-12 |
Family
ID=58164264
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610800556.8A Active CN106436937B (en) | 2016-09-04 | 2016-09-04 | Reinforcing bar connecting bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106436937B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106968363A (en) * | 2017-05-15 | 2017-07-21 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of two-chamber heat-preserving wall component |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2545126A1 (en) * | 1984-04-27 | 1984-11-02 | Navarro Villarreal Jose | Panel for a lightweight wall |
| CN201276779Y (en) * | 2008-09-27 | 2009-07-22 | 崔志先 | Warm-keeping building block |
| CN104963428A (en) * | 2015-07-16 | 2015-10-07 | 林国海 | Sandwich type heat insulation wall body connecting piece |
| CN205369585U (en) * | 2016-02-01 | 2016-07-06 | 哈尔滨鸿盛房屋节能体系研发中心 | There is steel core to connect bridge |
| CN105839796A (en) * | 2016-05-25 | 2016-08-10 | 山东贝德建筑科技有限公司 | Novel connecting part for assembly of integral type heat insulation wall plate |
| CN205990673U (en) * | 2016-09-04 | 2017-03-01 | 哈尔滨鸿盛房屋节能体系研发中心 | Bar connecting bridge |
-
2016
- 2016-09-04 CN CN201610800556.8A patent/CN106436937B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2545126A1 (en) * | 1984-04-27 | 1984-11-02 | Navarro Villarreal Jose | Panel for a lightweight wall |
| CN201276779Y (en) * | 2008-09-27 | 2009-07-22 | 崔志先 | Warm-keeping building block |
| CN104963428A (en) * | 2015-07-16 | 2015-10-07 | 林国海 | Sandwich type heat insulation wall body connecting piece |
| CN205369585U (en) * | 2016-02-01 | 2016-07-06 | 哈尔滨鸿盛房屋节能体系研发中心 | There is steel core to connect bridge |
| CN105839796A (en) * | 2016-05-25 | 2016-08-10 | 山东贝德建筑科技有限公司 | Novel connecting part for assembly of integral type heat insulation wall plate |
| CN205990673U (en) * | 2016-09-04 | 2017-03-01 | 哈尔滨鸿盛房屋节能体系研发中心 | Bar connecting bridge |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106968363A (en) * | 2017-05-15 | 2017-07-21 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of two-chamber heat-preserving wall component |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106436937B (en) | 2019-03-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104674985B (en) | Non-dismantling die cast-in-place lightweight thermal insulation wall formboard, thermal insulation wall and construction method thereof | |
| CN205990673U (en) | Bar connecting bridge | |
| CN106284761A (en) | Sandwich thermal insulated cast-in-place concrete wall heat-insulation layer connector and wall body structure | |
| CN106436937A (en) | Reinforcing bar connecting bridge | |
| CN103243840A (en) | Integrated wall structure | |
| CN205369585U (en) | There is steel core to connect bridge | |
| CN208379831U (en) | A kind of pseudo-classic architecture external wall structure | |
| CN106284762B (en) | A kind of construction method of the PCF plates with heat preservation connection sheet | |
| CN105780978A (en) | Free sandwich heat-preservation wall connection element | |
| CN208280153U (en) | A kind of preformed bricks fetal membrane pedestal and its reinforcing prop | |
| CN205530740U (en) | Heat preservation template structure is pour to building | |
| CN204781427U (en) | Sandwich thermal insulation wall connecting piece | |
| CN205422439U (en) | Pouring type prevents fire door core | |
| CN206489914U (en) | The insulator of many mounting bars | |
| CN108612218A (en) | A kind of fission sandwich heat preserving wall body combined type connector | |
| CN206034903U (en) | EPS module of built -up connection technique | |
| CN209261106U (en) | A kind of the aluminium alloy extrusions plate and furniture and fixtures of plug-in type | |
| CN207905145U (en) | A kind of sandwich steel wire net rack thermal-insulating board system | |
| CN209163204U (en) | A kind of prefabricated composite wallboard with lightning protection steel plate | |
| CN107023092A (en) | There is steel core connecting bridge | |
| CN219604660U (en) | ALC autoclaved aerated concrete wallboard with transverse embedded pipes | |
| CN215330714U (en) | Keel-free pressure relief wall | |
| CN105952037A (en) | Square sandwich cross structure | |
| CN212984360U (en) | Continuous glass fiber or carbon fiber reinforced composite material connecting piece | |
| CN210724086U (en) | Prefabricated crane span structure coupling assembling |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |