CN204940860U - One prevents Form floating part - Google Patents

One prevents Form floating part Download PDF

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Publication number
CN204940860U
CN204940860U CN201520658538.1U CN201520658538U CN204940860U CN 204940860 U CN204940860 U CN 204940860U CN 201520658538 U CN201520658538 U CN 201520658538U CN 204940860 U CN204940860 U CN 204940860U
Authority
CN
China
Prior art keywords
split bolt
base plate
depression bar
form floating
template
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.)
Expired - Fee Related
Application number
CN201520658538.1U
Other languages
Chinese (zh)
Inventor
邱德功
宗进营
吴广利
侯智勇
王志全
郭爱冬
任海选
樊传兵
朱永辉
朱小青
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PINGMEI SHENMA CONSTRUCTION ENGINEERING GROUP Co Ltd CIVIL WORK SECTION
Original Assignee
PINGMEI SHENMA CONSTRUCTION ENGINEERING GROUP Co Ltd CIVIL WORK SECTION
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by PINGMEI SHENMA CONSTRUCTION ENGINEERING GROUP Co Ltd CIVIL WORK SECTION filed Critical PINGMEI SHENMA CONSTRUCTION ENGINEERING GROUP Co Ltd CIVIL WORK SECTION
Priority to CN201520658538.1U priority Critical patent/CN204940860U/en
Application granted granted Critical
Publication of CN204940860U publication Critical patent/CN204940860U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to one and prevents Form floating part, effectively can solve Form floating problem in concreting process, technical scheme is, comprise base plate and be arranged on the template on base plate, in the casting space that template surrounds, on base plate, anchoring has upper end to stretch out the connecting reinforcement of plate upper surface, connecting reinforcement is connected with vertical split bolt, casting space is stretched out in the upper end of split bolt, the split bolt of extension is set with successively clamp nut and butterfly card from top to bottom, the depression bar of level is provided with immediately below butterfly card, the two ends of depression bar are connected with two side templates respectively, form pull-type molding plate fixed structure, the utility model novel structure is unique, advantages of simple, easy production, cost is low, can be mass, standardization level is high, easy and simple to handle, peace is torn open convenient and swift, change traditional reinforcing mode, raw material are saved, solid and reliable, safety is guaranteed, environmental protection, easy to use, effective, there is good Social and economic benef@.

Description

One prevents Form floating part
Technical field
The utility model relates to template reinforcing device, and particularly one prevents Form floating part.
Background technology
At present in formwork reinforcement construction, elongated employing is at die head ballast, and for resisting Form floating power, concreting in lifts simultaneously, slows down template buoyancy and strengthen speed.Above conventional construction method not only speed of application is slow, and labour intensity is high, and concrete component formation weak effect.Therefore, its improvement and bring new ideas is imperative.
Summary of the invention
For above-mentioned situation, for overcoming the defect of prior art, the object of the utility model is just to provide one and prevents Form floating part, effectively can solve Form floating problem in concreting process.
The technical scheme that the utility model solves is, one prevents Form floating part, comprise base plate and be arranged on the template on base plate, in the casting space that template surrounds, on base plate, anchoring has upper end to stretch out the connecting reinforcement of plate upper surface, connecting reinforcement is connected with vertical split bolt, casting space is stretched out in the upper end of split bolt, the split bolt of extension is set with successively clamp nut and butterfly card from top to bottom, the depression bar of level is provided with immediately below butterfly card, the two ends of depression bar are connected with two side templates respectively, form pull-type molding plate fixed structure.
The utility model novel structure is unique, and advantages of simple, easily produces, cost is low, can be mass, and standardization level is high, easy and simple to handle, peace is torn open convenient and swift, changes traditional reinforcing mode, saved raw material, solid and reliable, safety is guaranteed, environmental protection, easy to use, effective, there is good Social and economic benef@.
Accompanying drawing explanation
Fig. 1 is sectional front view of the present utility model.
Fig. 2 is top view of the present utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is described in further detail.
Provided by Fig. 1-2, the utility model comprises base plate and is arranged on the template on base plate, in the casting space that template 5 surrounds, on base plate 7, anchoring has upper end to stretch out the connecting reinforcement 6 of plate upper surface, connecting reinforcement 6 is connected with vertical split bolt 1, casting space is stretched out in the upper end of split bolt 1, the split bolt of extension is set with successively clamp nut 2 and butterfly card 3 from top to bottom, the depression bar 4 of level is provided with immediately below butterfly card 3, the two ends of depression bar 4 are connected with two side templates respectively, form pull-type molding plate fixed structure.
For ensureing result of use, described depression bar 4 has 2 that are symmetricly set on split bolt both sides, and steel pipe can be adopted to make, and scene is drawn materials easily;
Described connecting reinforcement 6 has two that are symmetricly set on casting space both sides, and reinforcing bar scene is drawn materials easily; Described clamp nut 2 has 2.
When the utility model uses, after formwork reinforcement completes, the bottom of split bolt and the connecting reinforcement be anchored on base plate are in advance welded together, then depression bar 4 is installed, the two ends of depression bar can be fixed together with the template of both sides, also can directly be placed in template, the upper edge of two ends and two side templates overlaps, then holding screw is tightened, by butterfly card, depression bar is firmly fixed in template, template is owing to being subject to downforce, also be firmly fixed, thus formed the anti-floating structure of pull-type anti-template, two split bolts can be selected during installation to be one group, the two ends of compression column with fixed respectively, time fastening, uniform force answered by bolt, prevent due to unbalance stress, partial points is caused to loosen, affect integral construction effect, concreting is complete there is some strength after, can will remove float on this, use can be had enough to meet the need.Compared with prior art, the utility model novel structure is unique, advantages of simple, easy production, cost is low, and standardization level is high, easy and simple to handle, peace is torn open convenient and swift, changes traditional reinforcing mode, saved raw material, solid and reliable, safety is guaranteed, environmental protection, easy to use, effective, there is good Social and economic benef@.

Claims (4)

1. one kind prevents Form floating part, comprise base plate and be arranged on the template on base plate, it is characterized in that, in the casting space that template (5) surrounds, upper end is had to stretch out the connecting reinforcement (6) of plate upper surface in the upper anchoring of base plate (7), connecting reinforcement (6) is connected with vertical split bolt (1), casting space is stretched out in the upper end of split bolt (1), the split bolt of extension is set with successively clamp nut (2) and butterfly card (3) from top to bottom, the depression bar (4) of level is provided with immediately below butterfly card (3), the two ends of depression bar (4) are connected with two side templates respectively, form pull-type molding plate fixed structure.
2. according to claim 1ly prevent Form floating part, it is characterized in that, described depression bar (4) has 2 that are symmetricly set on split bolt both sides.
3. according to claim 1ly prevent Form floating part, it is characterized in that, described connecting reinforcement (6) has two that are symmetricly set on casting space both sides.
4. according to claim 1ly prevent Form floating part, it is characterized in that, described clamp nut (2) has 2.
CN201520658538.1U 2015-08-28 2015-08-28 One prevents Form floating part Expired - Fee Related CN204940860U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520658538.1U CN204940860U (en) 2015-08-28 2015-08-28 One prevents Form floating part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520658538.1U CN204940860U (en) 2015-08-28 2015-08-28 One prevents Form floating part

Publications (1)

Publication Number Publication Date
CN204940860U true CN204940860U (en) 2016-01-06

Family

ID=55008301

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520658538.1U Expired - Fee Related CN204940860U (en) 2015-08-28 2015-08-28 One prevents Form floating part

Country Status (1)

Country Link
CN (1) CN204940860U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106759415A (en) * 2017-03-14 2017-05-31 中国十七冶集团有限公司 A kind of concrete structure catch pit template anti-floating control technology
CN107327066A (en) * 2017-07-21 2017-11-07 中国五冶集团有限公司 The structure constrained for honeycomb core anti-floating
CN114062734A (en) * 2021-12-09 2022-02-18 天威保变(合肥)变压器有限公司 Wire sealing device for load short circuit test
CN115592801A (en) * 2022-10-17 2023-01-13 广东预立预制构件有限公司(Cn) Pouring structure of precast concrete wall with door and window structure and pouring method thereof
CN118007842A (en) * 2024-04-10 2024-05-10 成都正德尚益建筑设计有限公司 Wall structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106759415A (en) * 2017-03-14 2017-05-31 中国十七冶集团有限公司 A kind of concrete structure catch pit template anti-floating control technology
CN107327066A (en) * 2017-07-21 2017-11-07 中国五冶集团有限公司 The structure constrained for honeycomb core anti-floating
CN114062734A (en) * 2021-12-09 2022-02-18 天威保变(合肥)变压器有限公司 Wire sealing device for load short circuit test
CN115592801A (en) * 2022-10-17 2023-01-13 广东预立预制构件有限公司(Cn) Pouring structure of precast concrete wall with door and window structure and pouring method thereof
CN118007842A (en) * 2024-04-10 2024-05-10 成都正德尚益建筑设计有限公司 Wall structure

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160106

Termination date: 20190828