CN2201444Y - Compound steel form controlling round connector mould - Google Patents

Compound steel form controlling round connector mould Download PDF

Info

Publication number
CN2201444Y
CN2201444Y CN 94245988 CN94245988U CN2201444Y CN 2201444 Y CN2201444 Y CN 2201444Y CN 94245988 CN94245988 CN 94245988 CN 94245988 U CN94245988 U CN 94245988U CN 2201444 Y CN2201444 Y CN 2201444Y
Authority
CN
China
Prior art keywords
control
nahlock
mould
combined steel
steel formwork
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 94245988
Other languages
Chinese (zh)
Inventor
魏云华
王炎
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.)
Chengdu No4 Construction Engineering Co
Original Assignee
Chengdu No4 Construction Engineering Co
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 Chengdu No4 Construction Engineering Co filed Critical Chengdu No4 Construction Engineering Co
Priority to CN 94245988 priority Critical patent/CN2201444Y/en
Application granted granted Critical
Publication of CN2201444Y publication Critical patent/CN2201444Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model provides a compound steel form round controlling connector mould used for the molding of reinforced concrete structure in construction, which is characterized in that the mould has at least two arc-shaped round controlling blocks. The utility model can complete the molding of the column or cylinder structural member of reinforced concrete with round plane, can enlarge the range of use, can enhance the turnover use ratio of combined steel form, and the investments of making fixed form steel form for special purpose is few.

Description

Compound steel form controlling round connector mould
The utility model relates to a kind of mould, particularly be a kind of combined steel formwork control round splce mould that is used for the moulding of construction work reinforced concrete structure.
Combined steel formwork is used in current construction work reinforced concrete structure moulding, and with its monolithic rectangle 50 system modulus direct motion stagger arrangement, replaceability is widely used in wall, plate rectangle plane and beam, the moulding of post cube by force.But along with construction industry development, cylinder (cylindrical shell) moulding increases, and combined steel formwork can't be finished circular moulding, inadequate assembly group, side sway, and it is serious to lose the circle phenomenon.It is of poor benefits that the investment of making typified form is reused turnover greatly.
In view of above reason, the purpose of this utility model is for a kind of rounded cylinder cylindrical shell reinforced concrete structure moulding in plane of finishing is provided, enlarge the scope of application, improve combined steel formwork turnover utilization rate, make the combined steel formwork control round splce mould of special-purpose set shaped steel formwork small investment.
At least two control nahlocks (referring to Fig. 1) that bend to circular arc are arranged in the utility model, and the quantity of control nahlock depends on the needs.
The web that the circular arc of bending to is arranged in the above-mentioned control nahlock, place the upper and lower wing of web upper and lower, have on the correspondence position of last bottom wing with combined steel formwork on the corresponding connection holes of connection holes, there is the junction plate that contains connection holes at two ends at the control nahlock, and connector passes the connection holes on the junction plate of control in the nahlock and will control the nahlock termination and connect (referring to Fig. 1, Fig. 6) in twos.
Above-mentioned control nahlock is two (referring to Fig. 1).
Above-mentioned control nahlock is three (referring to Fig. 8).
Above-mentioned control nahlock can adopt channel-section steel to make (referring to Fig. 1), and cost is low.
Compare with existing technology, the utlity model has following advantage:
1, can finish the moulding of the rounded post in plane (tube) body reinforced concrete member, improved the rigidity of template opposing concrete lateral pressure, guaranteed modeling effect, eliminate cylindrical side sway effectively and lost circle;
2, opened up the range of application of combined steel, reduced the template investment; Make special-purpose set shaped steel formwork small investment, can lack more than 90%;
3, improve the template assembly and torn work efficiency open; Improved combined steel formwork turnover utilization rate;
4, provide condition for handling the multivariable bean column node well;
5, can adopt welding manner when making the control nahlock, when changing system into other diameter control circle mould, only need to cut the salty new curved arc transformation of the way of sealing and form as need, the steel scrappage is low, and cost is low;
6, applied range.
Introduce embodiment of the present utility model in detail below in conjunction with accompanying drawing:
Fig. 1 is the utility model structural representation.
Constitutional diagram when Fig. 2 is used on the combined steel formwork for the utility model.
Fig. 3 is the A portion enlarged drawing of Fig. 2.
Fig. 4 is the vertical view of Fig. 3.
Fig. 5 is the B portion enlarged drawing of Fig. 2.
Fig. 6 is the vertical view of Fig. 2.
Fig. 7 is the C portion enlarged drawing of Fig. 6.
Fig. 8 is the structural representation by three combined steel formworks of forming of control nahlocks.
Referring to Fig. 1~Fig. 7, the utility model is made up of two semicircle control nahlocks 1.Control nahlock 1 is to adopt No. 10 (or No. 12 or No. 15) channel-section steels to make, it is external along diameter to press cylinder (tube), with reference to fillet combined steel formwork termination size bottom wing 2 thereon, 3 respectively the line, be respectively equipped with combined steel formwork on the corresponding connection holes 4,5 of connection holes, then cut the edge of a wing, web 6 is bent to the nearly arc broken line type block that needs diameter, cutting mouth 7 corresponding flare up taper planaperturates with the welding fluid filling, prevent resilience in its outside.Be welded with junction plate 8 in control nahlock termination, connection holes 9 is arranged on it, connector one bolt 10 passes the connection holes on the two control nahlock junction plates and will control nahlock and connect (referring to Fig. 3,4) in twos.As shown in Figure 5, can adopt clip 11 to be through respectively to tighten in connection holes on the control nahlock upper and lower wing and the connection holes 13 on the combined steel formwork 12 and get final product.
Can be according to cylinder (tube) girth reference template piece number, desirable two (referring to Fig. 1) or three (referring to Fig. 8) or polylith control nahlock are combined into round mode.
Can adopt in bulkly during installation, also can adopt pre-assembly.
Referring to Fig. 2~Fig. 7, adopt mode in bulk to be:
1., peace is controlled the circle mould together earlier at the cylinder that ties reinforcing bar (tube) end, performs the piece end and connects, and has proofreaied and correct axis and marking-up.
2., make the loopful vertical with the U type fastener that adopts template to connect with length fillet shape template and install, and its interblock pin-and-hole is also fastened with the U type.
3., detain the second road control circle mould and the second retaining fillet mould in the top, height at the bottom of near beam, button control circle mould is together then fixedly finished with straight support system again.
Pre-assembly mode is with isometric control circle mould basic block and isometric fillet template; ground on the scene is pre-piece together vertical cambered surface cell block for post (tube) behind post (tube) bundle muscle with its hoisted in position; buckle holding in both hands the joint close snapping with the U type, then fixedly finish dismounting with support system.Do not water superstructure as top, can untie, resolve into cell block and hang back land clearing reparation turnover, watered superstructure as its top and then taked the diffusing mode of tearing open to dismantle holding in both hands the joint close button.

Claims (5)

1, combined steel formwork control round splce mould is characterized in that the control nahlock that has at least two to bend to circular arc in the described mould.
2, combined steel formwork control round splce mould as claimed in claim 1, it is characterized in that having in the described control nahlock web of the circular arc of bending to, place the upper and lower wing of web upper and lower, have on the correspondence position of last bottom wing with combined steel formwork on the corresponding connection holes (4 of connection holes, 5), there is the junction plate that contains connection holes (9) at two ends at the control nahlock, and connector passes the connection holes (9) on the junction plate of controlling in the nahlock and control nahlock termination is connected in twos.
3, combined steel formwork control round splce mould as claimed in claim 1 is characterized in that described control nahlock is two.
4, combined steel formwork control round splce mould as claimed in claim 1 is characterized in that described control nahlock is three.
5, combined steel formwork control round splce mould as claimed in claim 1 is characterized in that described control nahlock adopts channel-section steel to make.
CN 94245988 1994-12-13 1994-12-13 Compound steel form controlling round connector mould Expired - Fee Related CN2201444Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 94245988 CN2201444Y (en) 1994-12-13 1994-12-13 Compound steel form controlling round connector mould

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 94245988 CN2201444Y (en) 1994-12-13 1994-12-13 Compound steel form controlling round connector mould

Publications (1)

Publication Number Publication Date
CN2201444Y true CN2201444Y (en) 1995-06-21

Family

ID=33851607

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 94245988 Expired - Fee Related CN2201444Y (en) 1994-12-13 1994-12-13 Compound steel form controlling round connector mould

Country Status (1)

Country Link
CN (1) CN2201444Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101446132B (en) * 2008-12-25 2011-12-14 上海市第一建筑有限公司 Large arc-shaped steel mould with adjustable width
CN103612323A (en) * 2013-11-27 2014-03-05 北京金风科创风电设备有限公司 Concrete member mould and application thereof
CN105040596A (en) * 2015-08-27 2015-11-11 江苏明福钢结构有限公司 Steel structure reinforced pier body formwork
CN105421766A (en) * 2015-12-16 2016-03-23 绍兴县明煌建材科技有限公司 Column steel die plate assembly and construction method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101446132B (en) * 2008-12-25 2011-12-14 上海市第一建筑有限公司 Large arc-shaped steel mould with adjustable width
CN103612323A (en) * 2013-11-27 2014-03-05 北京金风科创风电设备有限公司 Concrete member mould and application thereof
CN103612323B (en) * 2013-11-27 2015-12-02 北京金风科创风电设备有限公司 A kind of concrete member mould and application thereof
CN105040596A (en) * 2015-08-27 2015-11-11 江苏明福钢结构有限公司 Steel structure reinforced pier body formwork
CN105421766A (en) * 2015-12-16 2016-03-23 绍兴县明煌建材科技有限公司 Column steel die plate assembly and construction method thereof

Similar Documents

Publication Publication Date Title
CN206736731U (en) Bridge construction bracket
CN2201444Y (en) Compound steel form controlling round connector mould
CN206143645U (en) Stride across navigable river ultra -large -span girder steel assembling support
CN111730738A (en) Prefabricated box girder diaphragm plate connecting structure and construction method thereof
CN1676782A (en) Expansion hanging pile connecting end plate fastener and prefab
CN208618654U (en) Double web H fashioned iron and its connecting node with concrete prefabricated board
CN208072733U (en) A kind of silent floor support plate of 360 degree of seamings connection
CN102206934B (en) Method for block-by-block casting of concrete continuous beam bridge by using military truss shift mould
CN2391933Y (en) Steel joint for steel structure building
CN2536686Y (en) Floor template combined components
CN2856417Y (en) Dual-layer round tunnel with deforming controller
CN2571913Y (en) Profile column plinth form
CN216586226U (en) Large-scale concrete drainage box culvert roof suspension type template support
CN215366833U (en) Steel-concrete torsion tower structure
CN2661809Y (en) nternal force adjustable prestressed steel-concrete combination beam
CN210483025U (en) Giant cross-section column formwork split-free detachable reinforcing device
CN2239995Y (en) Rigid joint for underground continuous wall
CN1676781A (en) Expansion hanging pile connecting fastener and prefab
CN2546498Y (en) Angle hollow precast pile
CN2319486Y (en) Tool type adjustable column hoop
CN2189625Y (en) Preformed frame component of hollow ferro-concrete
CN200964694Y (en) Pouring-assistant funnel for super high concrete wall and column
CN2284826Y (en) Hoopless variable-section column shuttering
CN2195575Y (en) Combined water supply tank
CN218712884U (en) Connection structure of prefabricated underground continuous wall

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee