CN105952038B - A kind of heat insulation formwork anchoring piece - Google Patents
A kind of heat insulation formwork anchoring piece Download PDFInfo
- Publication number
- CN105952038B CN105952038B CN201610464600.2A CN201610464600A CN105952038B CN 105952038 B CN105952038 B CN 105952038B CN 201610464600 A CN201610464600 A CN 201610464600A CN 105952038 B CN105952038 B CN 105952038B
- Authority
- CN
- China
- Prior art keywords
- heat insulation
- force transfer
- anchoring
- insulation formwork
- pedestal
- 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
- 238000004873 anchoring Methods 0.000 title claims abstract description 60
- 238000009413 insulation Methods 0.000 title claims abstract description 49
- 238000009415 formwork Methods 0.000 title claims abstract description 44
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 35
- 238000005516 engineering process Methods 0.000 abstract description 3
- 239000002689 soil Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000007514 turning 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
-
- 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
- E04B1/80—Heat insulating elements slab-shaped
Abstract
The present invention relates to anchoring piece correlative technology fields, specifically disclose a kind of heat insulation formwork anchoring piece, for heat insulation formwork to be fixedly arranged between concrete and internal template, pedestal including being fixed in internal template, it is fixedly arranged on side of the pedestal far from internal template and in four force transfer brackets and two anchoring sheets for being arranged in force transfer bracket being diagonally distributed；Block the both ends for setting an anchoring sheet respectively in two force transfer brackets being diagonally distributed, force transfer bracket is equipped with one end of anchoring sheet and anchoring sheet is embedded into concrete.Since reinforced mesh is placed in the inside concrete poured, the bonding strength between concrete and heat insulation formwork is improved by the cohesive force between connection between reinforced mesh and force transfer bracket and reinforced mesh and concrete.The novel heat insulation mode being solidified as a whole using internal template, heat insulation formwork and concrete anchor, improves the service life of heat insulation formwork.
Description
Technical field
The present invention relates to anchoring piece correlative technology field more particularly to a kind of heat insulation formwork anchoring pieces.
Background technology
Heat insulation formwork does not have to remove after the completion of concrete construction, but directly as the thermal insulation board of metope, but due to protecting
The dead weight of warm template is larger and affected by a natural, only leans on and safety durable is not achieved with concrete itself cohesive force poured
Requirement.In addition existing insulation construction generally uses outer wall heat insulating, service life short.
Invention content
The purpose of the present invention is to provide a kind of heat insulation formwork anchoring pieces, in order to which heat insulation formwork is fixed on internal template
Between concrete, the bonding strength between heat insulation formwork and concrete, internal template is improved.
For this purpose, the present invention uses following technical scheme：
A kind of heat insulation formwork anchoring piece, for heat insulation formwork to be fixedly arranged between concrete and internal template, including it is affixed
In the pedestal of internal template, it is fixedly arranged on side of the pedestal far from internal template and is in four force transfer brackets being diagonally distributed, and
Two anchoring sheets for being arranged in force transfer bracket；Block respectively in two force transfer brackets being diagonally distributed and sets the two of an anchoring sheet
End, the force transfer bracket is equipped with one end of anchoring sheet and anchoring sheet is embedded into concrete.
Further, four force transfer brackets are set to four corners of pedestal.
Further, the pedestal side opposite with internal template is set there are four threaded hole, and four threaded holes are set
In four corners of pedestal.
Further, the both sides of the one end of the force transfer bracket far from pedestal are arranged with locating slot, each anchoring
One end of piece is sheathed on outside two locating slots on one of force transfer bracket, and it is in pair that the other end, which is sheathed on the force transfer bracket,
Outside two locating slots on the force transfer bracket of angle distribution.
Further, the both ends of each anchoring sheet are arranged with two strip-shaped holes, and the often end of the anchoring sheet is all provided with
Have and intersect the card apertured laid with strip-shaped hole, and the central axis of the strip-shaped hole and card apertured is mutually parallel and is each perpendicular to bottom
Seat；The card apertured of described anchoring sheet one end is sheathed on outside two locating slots on force transfer bracket.
Further, four force transfer brackets are connected with reinforced mesh, and the reinforced mesh is connected in each power transmission branch
In the locating slot of frame and reinforced mesh is set to the anchoring sheet side opposite with pedestal.
Further, side of the locating slot far from pedestal is equipped with the protrusion of arc.
Beneficial effects of the present invention：While connecting concrete and heat insulation formwork by the cohesive force of concrete, due to steel
Muscle mesh sheet is placed in the inside concrete poured, by connection between reinforced mesh and force transfer bracket and reinforced mesh with it is mixed
Bonding between solidifying soil improves the bonding strength between concrete and heat insulation formwork.Heat insulation formwork is set by above-mentioned anchoring piece
Between internal template and concrete, the bonding strength between heat insulation formwork and concrete, internal template is improved；Using inside
The novel heat insulation mode that template, heat insulation formwork and concrete anchor are solidified as a whole, improves the service life of heat insulation formwork.
Description of the drawings
Fig. 1 is the dimensional structure diagram of heat insulation formwork anchoring piece of the present invention；
Fig. 2 is another dimensional structure diagram of heat insulation formwork anchoring piece of the present invention；
Fig. 3 is the close-up schematic view at I in Fig. 2；
Fig. 4 is to use sectional view after heat insulation formwork anchoring piece of the present invention is pre-buried.
In figure：
1, anchoring piece；11, pedestal；111, threaded hole；12, force transfer bracket；121, raised；122, locating slot；13, it anchors
Piece；131, strip-shaped hole；132, card apertured；2, reinforced mesh；3, concrete；4, heat insulation formwork；5, internal template.
Specific implementation mode
Technical solution to further illustrate the present invention below with reference to the accompanying drawings and specific embodiments.
A kind of heat insulation formwork anchoring piece is present embodiments provided, as shown in Figure 1, the anchoring piece 1 includes being fixed in internal mode
The pedestal 11 of plate 5 is fixedly arranged on side of the pedestal 11 far from internal template 5 and is in four force transfer brackets 12 being diagonally distributed, and
Two anchoring sheets 13 for being arranged in force transfer bracket 12, one end and anchoring sheet 13 equipped with anchoring sheet 13 of the force transfer bracket 12 are equal
It is embedded into concrete 3.Heat insulation formwork 4 is fixedly arranged between internal template 5 and concrete 3 by the anchoring piece 1, improves heat preservation
Bonding strength between template 4 and concrete 3, internal template 5.
Referring to Fig.1, block the both ends for setting an anchoring sheet 13 respectively in two force transfer brackets 12 being diagonally distributed, i.e., two
13 cross-distribution of a anchoring sheet.Specifically, with reference to Fig. 2 and Fig. 3, four force transfer brackets 12 are set to four turnings of pedestal 11
Place, each anchoring sheet 13 are equipped with about symmetrical two strip-shaped holes 131 of its length direction, the anchoring sheet 13 be equipped with
Strip-shaped hole 131 intersects the card apertured 132 laid, and the central axis of the strip-shaped hole 131 and card apertured 132 is mutually parallel and
Perpendicular to pedestal 11；The both sides of the one end of the force transfer bracket 12 far from pedestal 11 are arranged with locating slot 122, each anchor
Gu the card apertured 132 of 13 one end of piece is sheathed on outside two locating slots 122 on one of force transfer bracket 12, the other end is arranged
Outside with the force transfer bracket 12 in two locating slots 122 on the force transfer bracket 12 being diagonally distributed.
Since the length of strip-shaped hole 131 is longer, when anchoring sheet 13 to be fastened on force transfer bracket 12, can be drawn by external force
The outer wall for opening 131 width direction both ends of strip-shaped hole, in order to which card apertured 132 is sheathed on two locating slots on force transfer bracket 12
In 122, anchoring sheet 13 is arranged between two opposed inner walls of locating slot 122.
In the present embodiment, four force transfer brackets 12 are connected with reinforced mesh 2, and the reinforced mesh 2 is connected in each
In the locating slot 122 of force transfer bracket 12 and reinforced mesh 2 is set to the side opposite with pedestal 11 of anchoring sheet 13.It is mixed due to what is poured
There is stronger cohesive force between solidifying soil 3 and reinforced mesh 2, force transfer bracket 12 and coagulation are further strengthened by reinforced mesh 2
Cohesive force between soil 3.
Preferably, side of the locating slot 122 far from pedestal 11 is equipped with the protrusion 121 of arc, card apertured 132 when installation
Inner wall can be slid into locating slot 122 along protrusion 121 in order to card apertured 132 is sheathed on two locating slots on force transfer bracket 12
In 122.
In the present embodiment, referring to Fig.1, the side opposite with internal template 5 of the pedestal 11 is set there are four threaded hole 111,
Four threaded holes 111 are set to four corners of pedestal 11 and 5 opposite side of internal template.By trip bolt through interior
Portion's template 5 simultaneously screws in corresponding threaded hole 111 connection realized between internal template 5 and anchoring piece 1.
The detailed process of the heat insulation formwork anchoring piece fixation heat insulation formwork 4 is as follows through this embodiment：Reference Fig. 4, will
Four force transfer brackets 12 of anchoring piece 1 run through heat insulation formwork 4, and heat insulation formwork 4 is then placed in the side of internal template 5, is passed through
Trip bolt connect base 11 and internal template 5；Reinforced mesh 2 is arranged in the locating slot 122 on four force transfer brackets 12,
Then the both ends of anchoring sheet 13 are arranged in in the locating slot 122 on two force transfer brackets 12 being diagonally distributed；According to above-mentioned
Connection type connects reinforced mesh 2 and internal template 5 by multiple anchoring pieces 1 simultaneously, is finally equipped with bar-mat reinforcement in heat insulation formwork 4
The side casting concrete 3 of piece 2.While concrete 3 and heat insulation formwork 4 being connected by the cohesive force of concrete 3, due to
Reinforced mesh 2 is placed in inside the concrete 3 poured, passes through connection between reinforced mesh 2 and force transfer bracket 12 and reinforcing bar
Bonding between mesh sheet 2 and concrete 3 improves the bonding strength between concrete 3 and heat insulation formwork 4.Pass through above-mentioned anchoring piece
1 is placed in heat insulation formwork 4 between internal template 5 and concrete 3, improves between heat insulation formwork 4 and concrete 3, internal template 5
Bonding strength；The novel heat insulation mode being integrated is anchored using internal template 5, heat insulation formwork 4 and concrete 3, is improved
The service life of heat insulation formwork 4.
Obviously, the above embodiment of the present invention is just for the sake of clearly illustrating examples made by the present invention, and it is pair to be not
The restriction of embodiments of the present invention.For those of ordinary skill in the art, may be used also on the basis of the above description
To make other variations or changes in different ways.There is no necessity and possibility to exhaust all the enbodiments.It is all this
All any modification, equivalent and improvement etc., should be included in the claims in the present invention made by within the spirit and principle of invention
Protection domain within.
Claims (6)
1. a kind of heat insulation formwork anchoring piece, which is characterized in that for heat insulation formwork (4) to be fixedly arranged on concrete (3) and internal mode
Between plate (5), including it is fixed in the pedestal (11) of internal template (5), is fixedly arranged on side of the pedestal (11) far from internal template (5)
And in four force transfer brackets (12) and two anchoring sheets (13) for being arranged in force transfer bracket (12) being diagonally distributed；In diagonal
Two force transfer brackets (12) of distribution block the both ends for setting an anchoring sheet (13) respectively, and the force transfer bracket (12) is equipped with anchor
Gu one end of piece (13) and anchoring sheet (13) are embedded into concrete (3)；
The pedestal (11) side opposite with internal template (5) sets that there are four threaded hole (111), four threaded holes
(111) four corners of pedestal (11) are set to；
By trip bolt inleakage template (5) and screw in the internal template (5) of realization in corresponding threaded hole (111) and anchoring
Connection between part (1).
2. heat insulation formwork anchoring piece according to claim 1, which is characterized in that four force transfer brackets (12) are set to bottom
Four corners of seat (11).
3. heat insulation formwork anchoring piece according to claim 1, which is characterized in that the force transfer bracket (12) is far from pedestal
(11) both sides of one end are arranged with locating slot (122), and one end of each anchoring sheet (13) is sheathed on one of biography
Outside, it is in the biography being diagonally distributed that the other end is sheathed on the force transfer bracket (12) to two locating slots (122) on power holder (12)
Two locating slots (122) on power holder (12) are outside.
4. heat insulation formwork anchoring piece according to claim 3, which is characterized in that the both ends pair of each anchoring sheet (13)
Title is set there are two strip-shaped hole (131), and the often end of the anchoring sheet (13) is equipped with intersects the card apertured laid with strip-shaped hole (131)
(132), and the strip-shaped hole (131) and the central axis of card apertured (132) are mutually parallel and are each perpendicular to pedestal (11)；It is described
The card apertured (132) of anchoring sheet (13) one end is sheathed on two locating slots (122) on force transfer bracket (12) outside.
5. heat insulation formwork anchoring piece according to claim 3, which is characterized in that four force transfer brackets (12) are connected with
Reinforced mesh (2), the reinforced mesh (2) is connected in the locating slot (122) of each force transfer bracket (12) and reinforced mesh (2)
Set on anchoring sheet (13) and the opposite side of pedestal (11).
6. heat insulation formwork anchoring piece according to claim 4, which is characterized in that the locating slot (122) is far from pedestal
(11) side is equipped with the protrusion (121) of arc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610464600.2A CN105952038B (en) | 2016-06-23 | 2016-06-23 | A kind of heat insulation formwork anchoring piece |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610464600.2A CN105952038B (en) | 2016-06-23 | 2016-06-23 | A kind of heat insulation formwork anchoring piece |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105952038A CN105952038A (en) | 2016-09-21 |
| CN105952038B true CN105952038B (en) | 2018-07-20 |
Family
ID=56903859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610464600.2A Active CN105952038B (en) | 2016-06-23 | 2016-06-23 | A kind of heat insulation formwork anchoring piece |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105952038B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047480B (en) * | 2021-03-30 | 2022-07-22 | 西北民族大学 | Assembly type disassembly-free composite heat-insulation large formwork for cast-in-place reinforced concrete wall and production and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2606438A3 (en) * | 1986-07-04 | 1988-05-13 | Saint Gobain Isover | Device for fastening thermal insulation panels |
| DE202005014139U1 (en) * | 2005-09-07 | 2005-11-17 | Bastian, Eugen | Wall cover is constituted as a building set comprising two cover elements, several distance pieces and preferably elements for fastening the cover elements to one another |
| KR100789328B1 (en) * | 2007-01-26 | 2007-12-28 | 박상민 | An insulating material anchor with easy installation |
| CN102465570A (en) * | 2010-11-18 | 2012-05-23 | 史世英 | Novel insulation board and use method thereof |
| CN203296219U (en) * | 2013-06-25 | 2013-11-20 | 昆山生态屋建筑技术有限公司 | Composite type self-locking device for inner core and external mold of wall |
| CN203684425U (en) * | 2013-12-23 | 2014-07-02 | 北京振利节能环保科技股份有限公司 | Thermal-insulating board connector and dry-hanging vertical-silk rock wool board thermal-insulating wall formed by utilizing thermal-insulating board connector |
| CN205907860U (en) * | 2016-06-23 | 2017-01-25 | 昆山生态屋建筑技术有限公司 | Heat preservation template anchor assembly |
-
2016
- 2016-06-23 CN CN201610464600.2A patent/CN105952038B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2606438A3 (en) * | 1986-07-04 | 1988-05-13 | Saint Gobain Isover | Device for fastening thermal insulation panels |
| DE202005014139U1 (en) * | 2005-09-07 | 2005-11-17 | Bastian, Eugen | Wall cover is constituted as a building set comprising two cover elements, several distance pieces and preferably elements for fastening the cover elements to one another |
| KR100789328B1 (en) * | 2007-01-26 | 2007-12-28 | 박상민 | An insulating material anchor with easy installation |
| CN102465570A (en) * | 2010-11-18 | 2012-05-23 | 史世英 | Novel insulation board and use method thereof |
| CN203296219U (en) * | 2013-06-25 | 2013-11-20 | 昆山生态屋建筑技术有限公司 | Composite type self-locking device for inner core and external mold of wall |
| CN203684425U (en) * | 2013-12-23 | 2014-07-02 | 北京振利节能环保科技股份有限公司 | Thermal-insulating board connector and dry-hanging vertical-silk rock wool board thermal-insulating wall formed by utilizing thermal-insulating board connector |
| CN205907860U (en) * | 2016-06-23 | 2017-01-25 | 昆山生态屋建筑技术有限公司 | Heat preservation template anchor assembly |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105952038A (en) | 2016-09-21 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
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| GR01 | Patent grant | ||
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191219 Address after: Building 2, Lianpu brick and tile factory, Wufeng village, Baibu Town, Haiyan County, Jiaxing City, Zhejiang Province Patentee after: Jiaxing Sany Sunshine Home Technology Co., Ltd Address before: Jinxi town Kam Road Kunshan city Suzhou City, Jiangsu Province, No. 525 215324 Patentee before: Kunshan Eco-House Building Technology Co., Ltd. |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210329 Address after: 314300 1st floor, building 1, Lianpu brick and tile factory, Wufeng village, Baibu Town, Haiyan County, Jiaxing City, Zhejiang Province Patentee after: Zhejiang fapeng Integrated Home Technology Co.,Ltd. Address before: Building 2, Lianpu brick and tile factory, Wufeng village, Baibu Town, Haiyan County, Jiaxing City, Zhejiang Province Patentee before: Jiaxing Sany Sunshine Home Technology Co.,Ltd. |