CN102758502A - Anti-floating device for fixing reinforcing steel bars and hollow floor slabs - Google Patents
Anti-floating device for fixing reinforcing steel bars and hollow floor slabs Download PDFInfo
- Publication number
- CN102758502A CN102758502A CN2012102631199A CN201210263119A CN102758502A CN 102758502 A CN102758502 A CN 102758502A CN 2012102631199 A CN2012102631199 A CN 2012102631199A CN 201210263119 A CN201210263119 A CN 201210263119A CN 102758502 A CN102758502 A CN 102758502A
- Authority
- CN
- China
- Prior art keywords
- base
- reinforcing bar
- iron wire
- steel bars
- reinforcing steel
- 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
- 238000007667 floating Methods 0.000 title claims abstract description 26
- 229910001294 Reinforcing steel Inorganic materials 0.000 title abstract description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 88
- 229910052742 iron Inorganic materials 0.000 claims abstract description 44
- 230000027455 binding Effects 0.000 claims abstract description 9
- 238000009739 binding Methods 0.000 claims abstract description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 40
- 239000000463 material Substances 0.000 claims description 9
- 239000011083 cement mortar Substances 0.000 claims description 7
- 230000009972 noncorrosive effect Effects 0.000 claims description 5
- 239000011521 glass Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 4
- 239000004567 concrete Substances 0.000 abstract description 2
- 238000006073 displacement reaction Methods 0.000 abstract description 2
- 239000011241 protective layer Substances 0.000 abstract 1
- 239000004568 cement Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 238000006124 Pilkington process Methods 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000008034 disappearance Effects 0.000 description 1
- 229920006351 engineering plastic Polymers 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses an anti-floating device for fixing reinforcing steel bars and hollow floor slabs. The anti-floating device comprises a base for supporting the reinforcing steel bars, wherein the upper end of the base is provided with iron wires for binding the reinforcing steel bars; a hollow bent pipe through which the iron wires can pass is internally embedded in the base; and openings at two ends of the bent pipe are level to the bottom surface of the base. The anti-floating device can be used for fixing the reinforcing steel bars, so that the reinforcing steel bars are prevented from displacement in the construction process, therefore the thickness of a concrete protective layer prescribed by construction specifications is realized, and the anti-floating effect required for fixing core moulds can also be achieved. After templates are removed, no iron wire ends are remained on the bottoms of the floor slabs, so that any future trouble is ensured not to be left, and therefore the problem that future troubles are caused by the residual abundant iron wires of the hollow floor slabs manufactured by other companies at present is solved.
Description
Technical field
The novel building unit field that relates to of the present invention is specifically related to the anti-floating system of a kind of fixedly reinforcing bar and cassette ceiling.
Background technology
At present the most of building of China all is to be main with reinforced concrete structure, the quality of construction work, quantity, structure and all be directly connected to the national economy and the people's life security with material etc.National Development and Reform Committee has sent the documents and has required to promote the use of the multinomial power-saving technology that comprises cast-in-situ hollow building roof before the more than ten years.But during promoting the use of, still there are a lot of problems.1, some company is in using the cast-in-situ hollow building roof technical process, particularly in core anti-floating process, adopt iron wire to pass template at the bottom of after in addition fastening, on template, bind reinforcing bar again with iron wire, on reinforcing bar, bind iron wire then as the core anti-floating.This anti-float method is when building completion; And, will there be a large amount of iron wires, screw to expose outside at the bottom of cement board, even cut surperficial iron wire with after the form removable; Its end still exists; Can't eradicate, iron wire is attached to the easy quick-fried embroidery in cement board edge for a long time, has permanent future trouble and influences construction quality, outward appearance etc.2, go back some company in using core anti-floating process; Just adopt some ordinary Portland cement cushion blocks or stone for building that the reinforcing bar pad is risen; It is fixing in position with reinforcing bar not have any effective fastening devices, after having bundled first floor reinforcing bar and rib on the template of completing, carries out the anti-floating reinforcing on the bottom layer of the reinforcing steel face with regard to directly being placed on core; And then tie the face reinforcing bar, just water afterwards.So, the workman can't observe any situation below the core from above in when pouring, in case cushion block is run into reinforcing bar or cushion block accidentally when rod is shaken in workman's operation; Cause skew, disappearance etc., can't change, will cause reinforcing bar directly to be pressed in above the template; It is exposed outside after the dismounting template, can to see reinforcing bar; Can't reach the reinforcement cover of architectural design regulation, cause potential safety hazard, even reduced the application life of building.
In sum, its problem has: 1, behind form removal, have to be exposed at cement base plate outside outside a large amount of iron wires, the screw, even cut the iron wire that exposes, however its end still exist, be attached to the cement bottom edge especially for a long time, easy quick-fried embroidery; 2, fixing reinforcing bar can not guarantee that more reinforcing bar has enough toppings, causes potential safety hazard, has reduced the application life of building and a large amount of economic losses.
Summary of the invention
The novel problem to be solved of the present invention is, to the deficiency of above-mentioned technology, designs a kind of rational in infrastructure, lockable template and reinforcing bar and behind form removal, do not have and stay the fixedly reinforcing bar of any sequelae and the anti-floating system of cassette ceiling.
The present invention is novel for solving the technical scheme that its problem adopted to be:
The anti-floating system of a kind of fixedly reinforcing bar and cassette ceiling comprises the base that is used for bearing bar, and the upper end of base is provided with the iron wire of binding reinforcing bar, and base is embedded with the hollow bend pipe that passes iron wire, and the bend pipe openings at two ends is concordant with the bottom surface of base.
In the present invention was novel, said bend pipe was made up of the non-corrosive material.
In the present invention was novel, said base was formed by the cement mortar adding glass compacting of standard, and this cement mortar is coated on the periphery of bend pipe.
In the present invention was novel, the upper end of said base was provided with and the corresponding recess of reinforcing bar, and iron wire stretches out from the both sides of recess.
In the present invention was novel, behind the middle part of the said iron wire intersection binding bend pipe, the two ends of iron wire passed from the upper end of base again.
In the present invention is novel, the support that said base constitutes for the non-corrosive material, bend pipe is fixed on the inboard of support.
In the present invention was novel, the middle part of said iron wire intersection was bundled on the support.
In the present invention was novel, the top of said base was provided with linkage, was connected with carriage on the linkage.
The novel beneficial effect of the present invention is: the novel fixedly reinforcing bar of the present invention, guarantee that reinforcing bar can not produce displacement in the work progress, and make its thickness of concrete cover that reaches the norm of construction defined, can reach the fixedly required anti-floating effect of core simultaneously again.Behind form removal, can not stay any iron wire head at the bottom of the floor, guarantee not stay any future trouble, captured stay behind the cassette ceiling that current other companies do future trouble that a large amount of iron wire produces and fixedly reinforcing bar make it not have the difficult problem of enough toppings.
Description of drawings
Be described further the present invention is novel below in conjunction with accompanying drawing and embodiment:
Fig. 1 is the structural representation of embodiment one;
Fig. 2 is the sectional view of Fig. 1;
Fig. 3 is the structural representation of embodiment two;
Fig. 4 is the vertical view of Fig. 3;
Fig. 5 is A-A direction sectional view of Fig. 4;
Fig. 6 is the structural representation of embodiment three;
Fig. 7 is the structural representation after embodiment three adds linkage.
The specific embodiment
Embodiment one:
With reference to Fig. 1, Fig. 2; That present embodiment provided was a kind of rational in infrastructure, lockable template and reinforcing bar and behind form removal, do not have and stay the fixedly reinforcing bar of any sequelae and the anti-floating system of cassette ceiling, comprised the base 1 that is used for bearing bar, and base 1 adds an amount of glass compacting by the cement mortar of standard and forms; The upper end of base 1 is provided with the iron wire 2 of binding reinforcing bar; Base 1 is embedded with the hollow bend pipe 3 that passes iron wire 5, and bend pipe 3 openings at two ends are concordant with the bottom surface of base 1, and bend pipe 3 is made up of the non-corrosive material; This material can be stainless steel, engineering plastics etc., and its internal diameter is for can pass conventional on the market little iron wire at least.
As preferred embodiment, the upper end of said base 1 is provided with and the corresponding recess 4 of reinforcing bar, and iron wire 2 stretches out from the both sides of recess 4, during use, only needs reinforcing bar is put into this recess 4, binds iron wire 2 again and gets final product, and is easy to use.Further, for fixing iron wire 2, the middle part of said iron wire 2 intersects behind the binding bend pipe 3, and the two ends of iron wire 2 pass from the upper end of base 1 again.In process of production, bend pipe 3 and galvanized wire 2 intersected put into the prefabricated material rammings such as cement mortar of mould adding after binding is connected and form.
Embodiment two:
With reference to Fig. 3 to Fig. 5, the structure of present embodiment and principle and embodiment one are basic identical, and its difference is: the support that said base 1 constitutes for stainless steel material, and bend pipe 3 is fixed on the inboard of support, and the middle part intersection of said iron wire 2 is bundled on the support.In the present embodiment, support is circular arc, and the apical support of support is lived bend pipe 3, and support and bend pipe 3 form has four pin bracing frames.During use, reinforcing bar is positioned on the support, and is fixing with iron wire 5 bindings again.
Embodiment three:
With reference to Fig. 6, the structure of present embodiment and principle and embodiment two are basic identical, and its difference is: this support is a semicircular arc, and the apical support of support is lived bend pipe 3, and support and bend pipe 3 form has three pin bracing frames.Present embodiment has not only played fixedly reinforcing bar effect, and simple in structure, and cost of production is low, and is suitable for large-scale promotion.With reference to Fig. 7, in work progress, the part building is in order to strengthen the intensity of floor; Tending to increase in inside two-layer or multistory reinforced, therefore in the present embodiment, can be that the end of support is provided with linkage 6 in the end of base 1; On linkage 6, be connected with the carriage 7 that is used for the support reinforcing bar, said linkage 6 can be syndetons such as nut, latch, clamping position, and this syndeton is welded on the support; During use, top reinforcement can be placed on the carriage 5.
In use; Penetrate bend pipe 3 backs (two iron wire is about about 5 centimeters) to suitable iron wire 5 earlier; Bore two apertures respectively with carpenter suitable position on template then, insert aperture to two iron wires 5 respectively then after, be the lockable template after below template, tightening up iron wire 5 by the workman; When form removal if on one side the short iron wire 5 of straight snips, when template comes off, just from bend pipe 3, take iron wire 5 out of in passing, can not stay 5 of any iron wires at the bottom of making floor, guarantee not stay any future trouble.In real work progress; General every place an anti-floating system at a distance from one meter and be used to bundle steel mesh reinforcement, simultaneously also as the tie point of core anti-floating, when the volume of core greatly the time; Can between adjacent two anti-floating systems, place a common cushion block, be used to play the effect of support.This cushion block is formed by an amount of glass compacting of the cement mortar adding of standard, and adds iron wire up, is used for bearing bar or core.
Certainly, the present invention is novel except above-mentioned embodiment, and other equivalent technical solutions also should be within its protection domain.
Claims (8)
1. fixing anti-floating system of reinforcing bar and cassette ceiling; It is characterized in that: comprise the base (1) that is used for bearing bar; The upper end of base (1) is provided with the iron wire (2) of binding reinforcing bar; Be connected with the hollow bend pipe (3) that passes iron wire (5) on the base (1), bend pipe (3) openings at two ends is concordant with the bottom surface of base (1).
2. the anti-floating system of a kind of fixedly reinforcing bar according to claim 1 and cassette ceiling is characterized in that: said bend pipe (3) is made up of the non-corrosive material.
3. the anti-floating system of a kind of fixedly reinforcing bar according to claim 1 and cassette ceiling is characterized in that: said base (1) is formed by the cement mortar adding glass compacting of standard, and this cement mortar is coated on the periphery of bend pipe (3).
4. the anti-floating system of a kind of fixedly reinforcing bar according to claim 3 and cassette ceiling is characterized in that: the upper end of said base (1) is provided with and the corresponding recess of reinforcing bar (4), and iron wire (2) stretches out from the both sides of recess (4).
5. the anti-floating system of a kind of fixedly reinforcing bar according to claim 3 and cassette ceiling is characterized in that: behind the middle part intersection binding bend pipe (3) of said iron wire (2), the two ends of iron wire (2) pass from the upper end of base (1) again.
6. the anti-floating system of a kind of fixedly reinforcing bar according to claim 1 and cassette ceiling is characterized in that: the support that said base (1) constitutes for the non-corrosive material, the apical support of support is lived bend pipe (3).
7. the anti-floating system of a kind of fixedly reinforcing bar according to claim 6 and cassette ceiling is characterized in that: the middle part intersection of said iron wire (2) is bundled on the support.
8. the anti-floating system of a kind of fixedly reinforcing bar according to claim 1 and cassette ceiling is characterized in that: the top of said base (1) is provided with linkage (6), is connected with carriage (7) on the linkage (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210263119.9A CN102758502B (en) | 2012-07-27 | 2012-07-27 | Anti-floating device for fixing reinforcing steel bars and hollow floor slabs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210263119.9A CN102758502B (en) | 2012-07-27 | 2012-07-27 | Anti-floating device for fixing reinforcing steel bars and hollow floor slabs |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102758502A true CN102758502A (en) | 2012-10-31 |
| CN102758502B CN102758502B (en) | 2015-07-22 |
Family
ID=47053133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210263119.9A Expired - Fee Related CN102758502B (en) | 2012-07-27 | 2012-07-27 | Anti-floating device for fixing reinforcing steel bars and hollow floor slabs |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102758502B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104179299A (en) * | 2014-09-02 | 2014-12-03 | 张峰 | Reinforcement cage net precast concrete module bracket |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3286421A (en) * | 1963-07-31 | 1966-11-22 | Wayne P Branstrator | Floor and wall construction |
| JPH0248760A (en) * | 1988-08-10 | 1990-02-19 | Fujitsu Ltd | Method for accessing peripheral device |
| CN2918599Y (en) * | 2006-06-06 | 2007-07-04 | 新日兴股份有限公司 | Steel bar retainer |
| CN201184019Y (en) * | 2008-03-28 | 2009-01-21 | 叶焕南 | Reinforcing steel bar expose-proof fixing body |
| CN201217874Y (en) * | 2008-07-10 | 2009-04-08 | 新蒲建设集团有限公司 | Novel hollow floor cover board |
| KR100915594B1 (en) * | 2008-11-24 | 2009-09-03 | 삼성중공업 주식회사 | Device for preventing light weight materials assembly from rising |
| CN201474152U (en) * | 2009-07-16 | 2010-05-19 | 中建三局第三建设工程有限责任公司 | LPM cast-in-situ concrete hollow slab |
| CN102296735A (en) * | 2011-05-18 | 2011-12-28 | 济南四建（集团）有限责任公司 | Anti-floating structure and method for cast-in-situ concrete GBF (glass basalt fiber) hollow floor slab |
| CN202273345U (en) * | 2011-08-31 | 2012-06-13 | 中国一冶集团有限公司 | Positioning and anti-floating device for BDF thin-walled cement hollow pipes |
| CN202299140U (en) * | 2011-10-19 | 2012-07-04 | 中国建筑第七工程局有限公司 | Double-layered and bidirectional steel bar supporting bracket |
| CN202745279U (en) * | 2012-07-27 | 2013-02-20 | 万柏鸿 | Anti-floating device fixing rebar and hollow floor slabs |
-
2012
- 2012-07-27 CN CN201210263119.9A patent/CN102758502B/en not_active Expired - Fee Related
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3286421A (en) * | 1963-07-31 | 1966-11-22 | Wayne P Branstrator | Floor and wall construction |
| JPH0248760A (en) * | 1988-08-10 | 1990-02-19 | Fujitsu Ltd | Method for accessing peripheral device |
| CN2918599Y (en) * | 2006-06-06 | 2007-07-04 | 新日兴股份有限公司 | Steel bar retainer |
| CN201184019Y (en) * | 2008-03-28 | 2009-01-21 | 叶焕南 | Reinforcing steel bar expose-proof fixing body |
| CN201217874Y (en) * | 2008-07-10 | 2009-04-08 | 新蒲建设集团有限公司 | Novel hollow floor cover board |
| KR100915594B1 (en) * | 2008-11-24 | 2009-09-03 | 삼성중공업 주식회사 | Device for preventing light weight materials assembly from rising |
| CN201474152U (en) * | 2009-07-16 | 2010-05-19 | 中建三局第三建设工程有限责任公司 | LPM cast-in-situ concrete hollow slab |
| CN102296735A (en) * | 2011-05-18 | 2011-12-28 | 济南四建（集团）有限责任公司 | Anti-floating structure and method for cast-in-situ concrete GBF (glass basalt fiber) hollow floor slab |
| CN202273345U (en) * | 2011-08-31 | 2012-06-13 | 中国一冶集团有限公司 | Positioning and anti-floating device for BDF thin-walled cement hollow pipes |
| CN202299140U (en) * | 2011-10-19 | 2012-07-04 | 中国建筑第七工程局有限公司 | Double-layered and bidirectional steel bar supporting bracket |
| CN202745279U (en) * | 2012-07-27 | 2013-02-20 | 万柏鸿 | Anti-floating device fixing rebar and hollow floor slabs |
Non-Patent Citations (1)
| Title |
|---|
| 成联广: "BDF椭圆形薄壁水泥空心管定位与抗浮施工技术", 《建筑技术》, vol. 42, no. 2, 15 February 2011 (2011-02-15) * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104179299A (en) * | 2014-09-02 | 2014-12-03 | 张峰 | Reinforcement cage net precast concrete module bracket |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102758502B (en) | 2015-07-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208395636U (en) | A kind of combined steel corrugated web box girder bridge | |
| CN201087490Y (en) | Novel steel reinforced concrete superimposed sheet | |
| CN107740522B (en) | Connecting structure of prefabricated regenerated block concrete slab and superposed beam and construction method thereof | |
| CN203145267U (en) | Prefabricated composite floor slab | |
| CN104032869A (en) | Prefabricated composite floor slabs and prefabricated construction method thereof | |
| CN203129467U (en) | Stone composite decorative concrete structure | |
| CN203440965U (en) | Splicing structure of laminated floor slab | |
| CN202672335U (en) | Pre-tensioned prestressing superposed beam building structural system | |
| CN113738007A (en) | Truss floor plate | |
| CN205399774U (en) | Cast -in -place hollow superstructure mandrel is anti to float and prevents side and move structure | |
| CN202745279U (en) | Anti-floating device fixing rebar and hollow floor slabs | |
| CN207812307U (en) | The construction system of Cable stayed Bridge Main Tower and steel anchor beam | |
| CN206538910U (en) | The curtain wall construction column template reinforcement system of horn mouth formula | |
| CN102758502B (en) | Anti-floating device for fixing reinforcing steel bars and hollow floor slabs | |
| CN201176551Y (en) | Precast slab for roads | |
| CN201495684U (en) | Novel precast slab | |
| CN212405654U (en) | Ribbed prestressed laminated slab | |
| CN203129604U (en) | Structure for controlling thickness of reinforced concrete floor slab | |
| CN201695694U (en) | Differently-labeled concrete construction separating device in the same vertical structure of reinforced concrete wall | |
| CN102127965B (en) | Prefabricated stress template of combined material | |
| CN104631675B (en) | A kind of two-sided prefabricated superimposed sheet | |
| CN204626732U (en) | A kind of precast reinforced concrete construction superposed beam antipriming | |
| CN204238397U (en) | A kind of grid of fixing filler | |
| CN207775725U (en) | A kind of special disposable light filling composite core mould of bridge | |
| CN204826676U (en) | Tension structure that has bonding prestressing tendons |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: FOSHAN BANSHIDA ENERGY SAVING NEW MATERIAL TECHNOL Free format text: FORMER OWNER: WAN BAIHONG Effective date: 20131010 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20131010 Address after: 528000 Guangdong province Foshan City Taiping stone village Nanhai Dali Guangfo road Ting three storey building No. 353 unit Applicant after: Foshan Banshida Energy Saving New Material Technology Co., Ltd. Address before: The town of Nanhai District, Guangdong city of Foshan province 528000 Wan Shi Cun Fu Lu Lane No. 215 Applicant before: Wan Baihong |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150722 Termination date: 20180727 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |