CN202000639U - Section steel suspended formwork - Google Patents

Section steel suspended formwork Download PDF

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Publication number
CN202000639U
CN202000639U CN 201120069315 CN201120069315U CN202000639U CN 202000639 U CN202000639 U CN 202000639U CN 201120069315 CN201120069315 CN 201120069315 CN 201120069315 U CN201120069315 U CN 201120069315U CN 202000639 U CN202000639 U CN 202000639U
Authority
CN
China
Prior art keywords
mould
main body
suspended formwork
section steel
shaped 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.)
Expired - Fee Related
Application number
CN 201120069315
Other languages
Chinese (zh)
Inventor
徐云鸽
付志强
董波
方自强
田畯
李晓东
陈伦
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.)
China Construction Second Engineering Bureau Co Ltd
Original Assignee
China Construction Second Engineering Bureau Co Ltd
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 China Construction Second Engineering Bureau Co Ltd filed Critical China Construction Second Engineering Bureau Co Ltd
Priority to CN 201120069315 priority Critical patent/CN202000639U/en
Application granted granted Critical
Publication of CN202000639U publication Critical patent/CN202000639U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A section steel suspended formwork comprises a suspended formwork main body which is in a square-frame shape. Four section steels are in welded connection to form the suspended formwork main body, and the contact surface of the suspended formwork main body and concretes is a smooth plane. Right-angle reinforced steel bars are welded between the upper surfaces of two adjacent section steels and on four corners of the suspended formwork main body. The section steel suspended formwork can be pre-processed according to the required dimension, can be formed in one step, is high in accuracy of dimension, position and elevation, and avoids being influenced by concrete pouring and vibrating. The dimensional deviation, abnormity, deviation to one side and the like of the section steel suspended formwork are avoided, and quality problems of concrete loosening and the like are resolved. When being used once again, the section steel suspended formwork can be painted with releasing agents which are used for formworks. Accordingly, the section steel suspended formwork can be repeatedly used, and the construction cost is greatly reduced.

Description

Shaped steel hangs mould
Technical field
The utility model relates to the template that a kind of concrete construction is used.
Background technology
Because the ground between Kitchen hygiene is low compared with the ground in room, so in the time of between the construction Kitchen hygiene, flitch is installed in need be between Kitchen hygiene is hung mould, but traditional flitch hangs mould following a few point defect is arranged: 1, mould is difficult to be fixed because flitch hangs, and the processing flitch when hanging mould die size accurate inadequately, so caused the shortcoming that the difference of height on the ground between Kitchen hygiene is wayward, the plate face is smooth inadequately; 2, the flitch flitch that hangs mould is built to vibrate etc. easily influences, so dimensional errors, quality problems such as not upright, amesiality can occur; 3, because the contact surface that flitch hangs mould and concrete surface is crude, when the dismounting flitch hangs mould after hardening of concrete, because just moulding just of concrete, intensity is lower, hang mould drive concrete on every side easily so remove flitch, cause flitch to hang quality problems such as die face is loose, damaged, corner angle are uneven, thereby influence the construction in finishing stage; 4, adopt flitch to hang the mould construction, need drop into lot of manpower and material resources in the construction later stage and wait between to Kitchen hygiene and hang the mould place and take to pick measures such as cutter, repairing and remedy, influence impression, the while has also formed certain quality hidden danger; 5, because flitch hangs mould construct behind one deck, understand above that to attach concrete residual, easy to clean does not cause every layer all to need to hang mould with new flitch processing and manufacturing flitch, thereby has formed the waste of material.
The utility model content
The purpose of this utility model provides a kind of shaped steel and hangs mould, solve the technical problem of traditional construction quality difference of hanging mould and construction appearance effect difference; And the solution tradition is hung the problem that mould can not repeatedly reuse.
For achieving the above object, the utility model adopts following technical scheme: a kind of shaped steel hangs mould, what comprise block form hangs the mould main body, it is characterized in that: hang the mould main body and be made of welded connection by four shaped steel, and hanging mould main body and concrete contact surface is smooth flat, hanging on four angles of mould main body, be welded to connect the right angle stiffener between the upper surface of adjacent two shaped steel.
Described shaped steel can be square steel, channel-section steel or band steel.
The length of side of described square steel can be 2cm~20cm.
Described channel-section steel can be channel-section steel~No. 20 channel-section steel No. 2.
The width of described band steel can be 2cm~20cm.
Described right angle stiffener can be that diameter is the reinforcing bar of 5mm~15mm.
Compared with prior art the utlity model has following characteristics and beneficial effect: the size that the utility model can be as required is pre-processed, one-shot forming, size, position, absolute altitude degree of accuracy height.Be fixed with positioning bar on the beam main tendon of periphery between Kitchen hygiene, the shaped steel in the utility model is fixed on the beam main tendon by positioning bar, so very firm; Simultaneously, the control absolute altitude between Kitchen hygiene can directly be marked on the positioning bar, according to spacing fixedly the utility model of absolute altitude and positioning bar, thereby has guaranteed the difference of height and the planeness on ground between Kitchen hygiene.
Of the present utility model fixedly is way by directly blocking with positioning bar, thereby dimensional errors, quality problems such as not upright, amesiality can not appear in the influence of having avoided concreting and having vibrated; The smooth surface of described shaped steel, so it is also very smooth that concrete hangs die face, the part that only need gently break curved positioning bar during form removal off with the fingers and thumb or directly cut off positioning bar floor concrete surface, the utility model just can directly take out, can not cause concrete quality problems such as loosening, can not influence the construction in finishing stage yet; In addition, used the utility model after, need not to wait between to Kitchen hygiene and hang the mould place and take to pick measures such as cutter, repairing and remedy in the construction later stage, can not influence impression, do not have hidden danger of quality yet.
The release agent that but the brushing template was used when the utility model reused, so can recycle, according to field practice, the every use of the utility model is upgraded once for about 10 layers, service cycle is long; And use owing to can repeat turnover, the shaped steel amount of hanging the modulus demand between Kitchen hygiene is very little, and on-the-spot one deck is required only about 40 meters, so greatly reduce construction cost.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is a schematic top plan view of the present utility model.
Fig. 2 is the enlarged diagram of A-A section among Fig. 1.
Reference numeral: 1-shaped steel, 2-right angle stiffener, 3-positioning bar, 4-beam main tendon, 5-concrete cover cushion block.
The specific embodiment
Embodiment is referring to shown in Figure 1, this shaped steel hangs mould, and what comprise block form hangs the mould main body, hangs the mould main body and is made of welded connection by four shaped steel 1, and hang the mould main body and concrete contact surface is a smooth flat, hang the length of mould main body and widely can require to determine according to practice of construction; Hanging on four angles of mould main body, be welded to connect right angle stiffener 2 between the upper surface of adjacent two shaped steel 1, and right angle stiffener 2 is that diameter is the reinforcing bar of 5mm~15mm, single-sided welding is on the upper surface of shaped steel 1.Described shaped steel 1 is square steel, channel-section steel or band steel, and the length of side of square steel can be 2cm~20cm, and channel-section steel can be channel-section steel~No. 20 channel-section steel No. 2, and the width of band steel can be 2cm~20cm.
Referring to Fig. 2, be fixed with L shaped positioning bar 3 on the beam main tendon 4 of periphery between Kitchen hygiene, shaped steel 1 is fixed on the beam main tendon 4 by positioning bar 3 and concrete cover cushion block 5.
In the present embodiment, adopted the square steel of 3mm * 3 mm or 5mm * 10mm to be processed into and hung the mould main body; Reinforcing bar angle material welding production by diameter 12mm goes out positioning bar 3.

Claims (6)

1. a shaped steel hangs mould, what comprise block form hangs the mould main body, it is characterized in that: hang the mould main body and be made of welded connection by four shaped steel (1), and hanging mould main body and concrete contact surface is smooth flat, hanging on four angles of mould main body, be welded to connect right angle stiffener (2) between the upper surface of adjacent two shaped steel (1).
2. shaped steel according to claim 1 hangs mould, it is characterized in that: described shaped steel (1) is square steel, channel-section steel or band steel.
3. shaped steel according to claim 2 hangs mould, it is characterized in that: the length of side of described square steel is 2cm~20cm.
4. shaped steel according to claim 2 hangs mould, it is characterized in that: described channel-section steel is No. 2 channel-section steel~No. 20 channel-section steels.
5. shaped steel according to claim 2 hangs mould, it is characterized in that: the width of described band steel is 2cm~20cm.
6. shaped steel according to claim 2 hangs mould, it is characterized in that: described right angle stiffener (2) is that diameter is the reinforcing bar of 5mm~15mm.
CN 201120069315 2011-03-16 2011-03-16 Section steel suspended formwork Expired - Fee Related CN202000639U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201120069315 CN202000639U (en) 2011-03-16 2011-03-16 Section steel suspended formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201120069315 CN202000639U (en) 2011-03-16 2011-03-16 Section steel suspended formwork

Publications (1)

Publication Number Publication Date
CN202000639U true CN202000639U (en) 2011-10-05

Family

ID=44703384

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201120069315 Expired - Fee Related CN202000639U (en) 2011-03-16 2011-03-16 Section steel suspended formwork

Country Status (1)

Country Link
CN (1) CN202000639U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106285002A (en) * 2015-05-28 2017-01-04 五冶集团上海有限公司 Cast-in-place walls difference of height tool-type hoisting die construction method
CN106760493A (en) * 2017-02-24 2017-05-31 中国十七冶集团有限公司 A kind of subsided rest room fixative composition aluminum dipping form panel assembly and its mold method
CN108952159A (en) * 2018-09-19 2018-12-07 潘小洪 Hang the support device and construction method of mould

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106285002A (en) * 2015-05-28 2017-01-04 五冶集团上海有限公司 Cast-in-place walls difference of height tool-type hoisting die construction method
CN106760493A (en) * 2017-02-24 2017-05-31 中国十七冶集团有限公司 A kind of subsided rest room fixative composition aluminum dipping form panel assembly and its mold method
CN106760493B (en) * 2017-02-24 2019-06-14 中国十七冶集团有限公司 A kind of subsided rest room fixative composition aluminum dipping form panel assembly and its mold method
CN108952159A (en) * 2018-09-19 2018-12-07 潘小洪 Hang the support device and construction method of mould

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20111005

Termination date: 20130316