CN204370573U - Matrix pattern Rebar anchor - Google Patents
Matrix pattern Rebar anchor Download PDFInfo
- Publication number
- CN204370573U CN204370573U CN201420839575.8U CN201420839575U CN204370573U CN 204370573 U CN204370573 U CN 204370573U CN 201420839575 U CN201420839575 U CN 201420839575U CN 204370573 U CN204370573 U CN 204370573U
- Authority
- CN
- China
- Prior art keywords
- matrix pattern
- self
- rebar anchor
- agent structure
- compacting concrete
- 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.)
- Active
Links
Landscapes
- Building Environments (AREA)
Abstract
A kind of matrix pattern Rebar anchor, described matrix pattern Rebar anchor is made up of the matrix pattern member of stationary body and its head.The junction of described stationary body and matrix pattern member center is connected with enlarged footing.The utility model is in the construction system adopting pre-manufactured steel silk screen composite rock wool insulation board surface layer and agent structure simultaneously to build, pre-manufactured steel silk screen composite rock wool insulation board effectively reliably can be anchored in agent structure, the position of arrangement of reinforcement steel fabric sheet in self-compacting concrete can be controlled again, can also be interconnected with steel fabric sheet, ensure that the construction quality of self-compacting concrete fully.
Description
Technical field
The utility model relates to anchoring piece technical field, when concrete its surface layer of finger rock wool outer wall heat-insulation plate for external adopts self-compacting concrete and agent structure to build simultaneously, rock-wool heat insulation plate is anchored at the anchoring piece in agent structure, especially adopts one novel sphere of movements for the elephants steel bar anchoring piece during pre-manufactured steel silk screen composite rock wool insulation board.
Background technology
No matter the external wall external insulation system of current employing is adopt combustibility to be B
1level or B
2the organic material heat insulation system of level, or adopt A level inorganic material heat insulation system, the overwhelming majority carries out building external wall construction of exterior insulation system again after major structure of construction final acceptance of construction, this kind construction method is long in time limit, the impact of climate changing factor is larger, particularly urban construction is at present on the middle and senior level increasing with highrise building, more remarkable on the impact of duration.Sometimes because of climatic influences; often exterior-wall heat insulation is had to the construction that straddles over year; not only extend the time that agent structure is exposed to air; in addition dry, the temperature difference in Gansu province greatly often causes agent structure concrete to occur shrinking and thermal cracking between exposure period; but also adding construction cost, unit in charge of construction has to take the safeguard measure of overwintering period.
In order to solve above-mentioned Problems existing, the construction method adopting load-carrying members integrated with insulation layer at present more, anchoring is carried out in the outside being placed on agent structure by warming plate, then the self-compacting concrete of agent structure concrete and warming plate surface layer is built simultaneously, finish coat construction can be carried out, so that accelerating construction progress after form removal.
At present, because above-mentioned construction method mainly adopts organic heat-insulating plate (as EPS plate or XPS plate) to construct, but adopt inorganic rock-wool heat insulation plate to there is no successful experience, its subject matter how can effectively reliably be anchored in agent structure by rock-wool heat insulation plate, the position of arrangement of reinforcement steel fabric sheet in self-compacting concrete can be controlled again, can also be interconnected with steel fabric sheet, ensure the construction quality of self-compacting concrete.
Utility model content
The utility model provides a kind of matrix pattern Rebar anchor, ensures the construction quality of self-compacting concrete in the construction system that pre-manufactured steel silk screen composite rock wool insulation board surface layer and agent structure are built simultaneously.
For this reason, the technical scheme adopted is:
A kind of matrix pattern Rebar anchor, described matrix pattern Rebar anchor is made up of the matrix pattern member of stationary body and its head.
The junction of described stationary body and matrix pattern member center is connected with enlarged footing.
The utility model is in the construction system adopting pre-manufactured steel silk screen composite rock wool insulation board surface layer and agent structure simultaneously to build, pre-manufactured steel silk screen composite rock wool insulation board effectively reliably can be anchored in agent structure, the position of arrangement of reinforcement steel fabric sheet in self-compacting concrete can be controlled again, can also be interconnected with steel fabric sheet, ensure that the construction quality of self-compacting concrete fully.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
Fig. 2 is prefabricated cold drawn wire welded net drawing described in the utility model;
Fig. 3 is that the utility model installs anchoring schematic diagram.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
With reference to Fig. 1, a kind of matrix pattern Rebar anchor, described anchoring piece 4 is made up of the matrix pattern component 2 of stationary body 1 and its head.This stationary body is HPB300 or the HRB335 reinforcing bar of diameter 8mm, its length anchoring into agent structure is the thickness+30d(d of pre-manufactured steel silk screen composite rock wool insulation board is bar diameter), object is effectively reliably anchored in the concrete of agent structure by gauze wire cloth composite rock wool slab.The top of Rebar anchor is the component of sphere of movements for the elephants type, be the reinforcing bar of 75mm by 4 total lengths, actually be all on the stationary body of L-type for (wherein containing the short side part that 25mm is long) of L-type is welded on, it is that namely the square housing of 100mm is formed that outside adds every edge lengths " field " font Rebar anchor.
When the total length of above-mentioned formation sphere of movements for the elephants type component is the L-type reinforcement welding of 75mm, four minor faces are docked at center implementation welding, and the minor face at center forms enlarged footing, object is the position controlling warming plate surface layer self-compacting concrete prefabricated cold-drawn wire distribution mesh sheet, and can be interconnected with steel fabric sheet, thus guarantee the construction quality of surface layer self-compacting concrete.
Fig. 2 is the steel fabric sheet 6 that 3mm cold drawn wire is welded into diameter, and size of mesh opening is 50 × 50mm, is used as the arrangement of reinforcement in rock wool heat-preservation layer self-compacting concrete, and its effect improves the mechanical property of self-compacting concrete, cracking resistance and endurance quality.
As shown in Figure 3, the utility model work progress is: top " field " font position reliably can be connected with outside pre-manufactured steel silk screen composite rock wool slab 7, by " field " font Rebar anchor 4 to stretch in agent structure in 9 (being generally reinforced concrete shear wall structure) by the band hole connector 8 of pre-manufactured steel silk screen composite rock wool insulation board, its anchorage length 10 for 30d(d be bar diameter), " field " font Rebar anchor top is apart from being 25mm outside rock cotton board, namely be the middle part of the self-compacting concrete 11 of 50mm at design thickness, then prefabricated cold drawn wire mesh sheet is placed on " field " font Rebar anchor 4 short termination outside, and with zinc-coated wire with " field " colligation of font Rebar anchor is firm.After above-mentioned process inspection acceptance(check), large form 12 is installed, i.e. pourable agent structure ordinary concrete 13 and surface layer self-compacting concrete surface layer self-compacting concrete 14.
Claims (2)
1. a matrix pattern Rebar anchor, is characterized in that: described matrix pattern Rebar anchor (4) is formed by the matrix pattern component (2) of stationary body (1) and its head is affixed.
2. a kind of matrix pattern Rebar anchor according to claim 1, is characterized in that: the junction at described stationary body (1) and matrix pattern component (2) center is connected with enlarged footing (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420839575.8U CN204370573U (en) | 2014-12-26 | 2014-12-26 | Matrix pattern Rebar anchor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420839575.8U CN204370573U (en) | 2014-12-26 | 2014-12-26 | Matrix pattern Rebar anchor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204370573U true CN204370573U (en) | 2015-06-03 |
Family
ID=53326805
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420839575.8U Active CN204370573U (en) | 2014-12-26 | 2014-12-26 | Matrix pattern Rebar anchor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204370573U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859190A (en) * | 2017-12-07 | 2018-03-30 | 苏州市世好建材新技术工程有限公司 | A kind of precast heated board |
| CN107859191A (en) * | 2017-12-07 | 2018-03-30 | 苏州市世好建材新技术工程有限公司 | A kind of warming plate |
| CN107989209A (en) * | 2017-12-20 | 2018-05-04 | 苏州市世好建材新技术工程有限公司 | Half cast-in-situ thermal-insulated plate can be monitored |
| CN108018957A (en) * | 2017-12-20 | 2018-05-11 | 苏州市世好建材新技术工程有限公司 | Thermal insulation board can be monitored |
-
2014
- 2014-12-26 CN CN201420839575.8U patent/CN204370573U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859190A (en) * | 2017-12-07 | 2018-03-30 | 苏州市世好建材新技术工程有限公司 | A kind of precast heated board |
| CN107859191A (en) * | 2017-12-07 | 2018-03-30 | 苏州市世好建材新技术工程有限公司 | A kind of warming plate |
| CN107989209A (en) * | 2017-12-20 | 2018-05-04 | 苏州市世好建材新技术工程有限公司 | Half cast-in-situ thermal-insulated plate can be monitored |
| CN108018957A (en) * | 2017-12-20 | 2018-05-11 | 苏州市世好建材新技术工程有限公司 | Thermal insulation board can be monitored |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204370573U (en) | Matrix pattern Rebar anchor | |
| CN104405139B (en) | Strengthening method for stone wall body | |
| CN103643626A (en) | Method for controlling temperature stress cracks of curved ultrahigh bridge pier body | |
| CN207846751U (en) | A kind of prefabricated assembled concrete shear wall outer insulated wall plate | |
| CN203613727U (en) | Wall reinforcing bar controller | |
| CN208441304U (en) | A kind of LH assembled cast-in-place concrete shear wall is with exempting from demoulding shell | |
| CN103046664A (en) | Energy-saving wall with connecting keys and recycled concrete wall panels holding insulation block masonry, and manufacturing method of energy-saving wall | |
| CN209958607U (en) | Heat preservation connection structure of prefabricated sandwich wallboard | |
| CN202658765U (en) | Keel framework concrete anti-crack filling wall | |
| CN102817420A (en) | Extrusion molding composite thermal insulation plate integrated with main body structure concrete | |
| CN103835401A (en) | Foamed concrete bearing wall wrapped with wire mesh mortar boards and provided with cross-shaped frame and construction method | |
| CN204676607U (en) | Poured band of outer wall of basement plugging structure | |
| CN204238264U (en) | A kind of sole plate post-poured strip structure | |
| CN203411992U (en) | Reserved hole template of deep hole in mass concrete | |
| CN106223184A (en) | A kind of method improving xoncrete structure crack resistance | |
| CN103790266B (en) | Steel tube concrete core pillar is put more energy into prefabricated assembled shear-wall element | |
| CN105971196A (en) | Method for constructing masonry structure embedded square concrete filled steel tube ring beam-constructional column | |
| CN206289786U (en) | The prefabricated overlapping built-in prestressed steel reinforced concrete wall of formwork | |
| CN203066505U (en) | Reinforcing wall for masonry structures | |
| CN211341735U (en) | Rock wool composite heat preservation template with anchoring metal mesh | |
| CN204876210U (en) | Structure wallboard of coincide decorative layer and heat preservation | |
| CN204531184U (en) | For fixing the locator card of steel plastic compount anti-crack net in reinforced concrete wallboard | |
| CN211113134U (en) | FRP pipe sea water sand concrete core reinforced concrete beam | |
| CN202658766U (en) | Reinforced concrete tying belt structure | |
| CN203373904U (en) | High-durability permanent column template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |