CN204983649U - Big inclination cylinder steel form - Google Patents

Big inclination cylinder steel form Download PDF

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Publication number
CN204983649U
CN204983649U CN201520722624.4U CN201520722624U CN204983649U CN 204983649 U CN204983649 U CN 204983649U CN 201520722624 U CN201520722624 U CN 201520722624U CN 204983649 U CN204983649 U CN 204983649U
Authority
CN
China
Prior art keywords
steel
inclination
bolt hole
base
cylindrical
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
CN201520722624.4U
Other languages
Chinese (zh)
Inventor
邢国然
王伟
陈尧火
吉红波
冯炳荣
陈忱
周雅南
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.)
ZHEJIANG ZHONGCHENG BUILDING ENGINEERING Co Ltd
Original Assignee
ZHEJIANG ZHONGCHENG BUILDING ENGINEERING 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 ZHEJIANG ZHONGCHENG BUILDING ENGINEERING Co Ltd filed Critical ZHEJIANG ZHONGCHENG BUILDING ENGINEERING Co Ltd
Priority to CN201520722624.4U priority Critical patent/CN204983649U/en
Application granted granted Critical
Publication of CN204983649U publication Critical patent/CN204983649U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a big inclination cylinder steel form comprises base section, standard festival, steel form, the base section be the wedge, both comprised steel form and vertical stiffening rib, horizontal stiffening rib for cylindrical the standard festival, the outside of steel form is from indulging the vertical stiffening rib of direction equidistance welding, from the horizontal stiffening rib of transverse direction equidistance welding, the steel form connect into whole by two semi -circular steel moulds through the side direction strengthening band, base section and standard internode connect into whole through marginal strengthening band, this big inclination cylinder steel form is consolidated by steel pipe bracing and operation platform, the utility model discloses a steel form rigidity is big, intensity good, and one -time molding makes the cylindrical form size in big inclination, roughness, gradient can both reach the designing requirement, and the concrete thick liquid can not glue on the steel mould, and the cylindrical surface smoothness can reach the effect of clear water concrete after the drawing of patterns, need not not repair and plaster, has saved the material, and the appearance is pleasing to the eye, does not influence decorative effect.

Description

A kind of high inclination-angle cylindrical steel template
Technical field
The utility model belongs to construction formwork technical field, particularly relates to a kind of high inclination-angle cylindrical steel template being applicable to casting reinforced concrete.
Background technology
Traditional high inclination-angle cylindrical steel template making, location and installation process are quite loaded down with trivial details.Particularly one piece of block plank is combined into circular shuttering, outside template, then adopt multiple tracks to bundle drawknot could fix, but work progress is complicated, model sheetinstallat difficulty, and very easily produces swollen mould phenomenon, makes the pouring quality of cylinder be difficult to ensure.
Summary of the invention
The purpose of this utility model is the deficiency overcoming prior art existence, and provides a kind of simple structure, and mounting or dismounting are convenient, and quality is good, and efficiency is high, and cost is low, easily fixing high inclination-angle cylindrical steel template.
The purpose of this utility model has been come by following technical solution, is made up of base section, standard knot, steel form, and described base section is wedge shape, and standard knot is cylindrical, is both made up of steel form and longitudinal stiffener, transverse stiffener; The outside of described steel form from the equidistant welding longitudinal stiffener of longitudinal direction, from the equidistant welding transverse stiffener of transverse direction; Described steel form connects into entirety by two semicircle punching blocks by side direction reinforcing band, and junction is the vertical piece of punching block; Connect into entirety by Edge Enhancement band between described base section and standard knot, junction is the horizontal piece of punching block; Described side direction reinforcing band offers the first bolt hole, Edge Enhancement band offers the second bolt hole, corresponding consistent and be uniformly distributed and be provided with the first bolt between this first bolt hole, corresponding consistent and be uniformly distributed and be provided with the second bolt between the second bolt hole; This high inclination-angle cylindrical steel template is reinforced by steel pipe diagonal brace and operating platform, this steel pipe diagonal brace be arranged on ground pre-buried anchoring piece and be connected to a fixed, this operating platform is built by cross bar and vertical rod.
As preferably, with batten plate on the first bolt hole on described side direction reinforcing band.
As preferably, described steel pipe diagonal brace is the batter post of inclination angle >=20 °, and diagonal brace is no less than 4 roads.
As preferably, the horizontal piece of the vertical piece of described punching block, punching block all posts the sponge strip of one deck 10mm × 50mm.
The beneficial effects of the utility model are: this kind steel form rigidity is large, intensity good, disposal molding, high inclination-angle cylindrical shape size, planeness, gradient is made to reach designing requirement, concrete slurry can not be bonded on punching block, after the demoulding, periphery smoothly can reach the effect of clear water concrete, need not repair and plaster, save material, good looking appearance, does not affect decorative effect.
Accompanying drawing explanation
Fig. 1 is base section perspective view of the present utility model.
Fig. 2 is the perspective view of the semicircle set shaped steel formwork of standard knot of the present utility model.
Fig. 3 is the main TV structure schematic diagram of using state of the present utility model.
Fig. 4 is using state plan structure schematic diagram of the present utility model.
Fig. 5 is using state high inclination-angle template cross-sectional view of the present utility model.
Label in accompanying drawing is respectively: 1, base section; 2, standard knot; 3, side direction reinforcing band; 4, Edge Enhancement band; 5, the first bolt hole; 6, the second bolt hole; 7, longitudinal stiffener; 8, transverse stiffener; 9, steel pipe diagonal brace; 10, the first bolt; 11, the second bolt; 12, pre-buried anchoring piece; 13, the horizontal piece of punching block; 14, operating platform; 15, cross bar; 16, vertical rod; 17, the vertical piece of punching block; 18, steel form; 19, semicircle punching block; 20, batten plate.
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed introduction is done to the utility model: as shown in accompanying drawing 1 to 5, the utility model is made up of base section 1, standard knot 2, steel form 18, it is characterized in that: described base section 1 is wedge shape, standard knot 2 is cylindrical, is both made up of steel form 18 and longitudinal stiffener 7, transverse stiffener 8; The outside of described steel form 18 from the equidistant welding longitudinal stiffener 7 of longitudinal direction, from the equidistant welding transverse stiffener 8 of transverse direction; Described steel form 18 connects into entirety by two semicircle punching blocks 19 by side direction reinforcing band 3, and junction is the vertical piece 17 of punching block; Connect into entirety by Edge Enhancement band 4 between described base section 1 and standard knot 2, junction is the horizontal piece 13 of punching block; Described side direction reinforcing band 3 offers the first bolt hole 5, Edge Enhancement band 4 offers the second bolt hole 6, corresponding consistent and be uniformly distributed and be provided with between the first bolt 10, second bolt hole 6 corresponding consistent and be uniformly distributed and be provided with the second bolt 11 between this first bolt hole 5; This high inclination-angle cylindrical steel template is reinforced by steel pipe diagonal brace 9 and operating platform 14, this steel pipe diagonal brace 9 be arranged on ground pre-buried anchoring piece 12 and be connected to a fixed, this operating platform 14 is built by cross bar 15 and vertical rod 16; Arranging steel pipe diagonal brace 9 is to ensure that template has enough bearing capacities, rigidity and stability, enables the lateral pressure that template reliably bears newly placed concrete and the load produced in constructing, and indeformable.Described whole high inclination-angle cylinder steel mould scribbles interleaving agent.
With batten plate 20 on the first bolt hole 5 on described side direction reinforcing band 3; Described steel pipe diagonal brace 9 is the batter post of inclination angle >=20 °, and diagonal brace is no less than 4 roads; The horizontal piece 13 of the vertical piece 17 of described punching block, punching block all posts the sponge strip of one deck 10mm × 50mm, its object is to as preventing concrete spillage.
Described steel form 18 thickness is 6mm; The thick 5mm of described transverse stiffener 8; The thick 8mm of described longitudinal stiffener 7.
Described vertical rod 16 is longitudinal and transverse apart from 1m, step pitch 1.5m, batter post both sides vertical rod 16 spacing 1.5m.
The first described bolt hole 5 is M10 bolt hole, and the second bolt hole 6 is M12 bolt hole; First bolt 10 is M10 bolt, and the second bolt 11 is M12 bolt.
During the model sheetinstallat of described standard knot 2, adopt tower crane lifting, be manually aided with the method correcting installation site.Make the longitudinal edge joint position saving template up and down on same straight line, utilize buckle transversely all to be clamped by bolster, then pass bolt hole and tight a bolt; The work of tightening of longitudinal bolt steady job and cross bolts launches simultaneously.Ensure the faulting of slab ends≤3mm of form joint.
The utility model is not limited to above-mentioned embodiment; no matter do any change on its shape or material are formed; every employing structure design provided by the utility model, is all one distortion of the present utility model, all should thinks within the utility model protection domain.

Claims (4)

1. a high inclination-angle cylindrical steel template, be made up of base section (1), standard knot (2), steel form (18), it is characterized in that: described base section (1) is wedge shape, standard knot (2), for cylindrical, is both made up of steel form (18) and longitudinal stiffener (7), transverse stiffener (8); The outside of described steel form (18) from the equidistant welding longitudinal stiffener (7) of longitudinal direction, from the equidistant welding transverse stiffener (8) of transverse direction; Described steel form (18) connects into entirety by two semicircle punching blocks (19) by side direction reinforcing band (3), and junction is the vertical piece of punching block (17); Connect into entirety by Edge Enhancement band (4) between described base section (1) and standard knot (2), junction is the horizontal piece (13) of punching block; Described side direction reinforcing band (3) offers the first bolt hole (5), Edge Enhancement band (4) offers the second bolt hole (6), corresponding consistent and be uniformly distributed and be provided with the first bolt (10) between this first bolt hole (5), corresponding consistent and be uniformly distributed and be provided with the second bolt (11) between the second bolt hole (6); This high inclination-angle cylindrical steel template is reinforced by steel pipe diagonal brace (9) and operating platform (14), this steel pipe diagonal brace (9) be arranged on ground pre-buried anchoring piece (12) and be connected to a fixed, this operating platform (14) is built by cross bar (15) and vertical rod (16).
2. high inclination-angle cylindrical steel template according to claim 1, is characterized in that: the first bolt hole (5) on described side direction reinforcing band (3) is upper with batten plate (20).
3. high inclination-angle cylindrical steel template according to claim 1, is characterized in that: the batter post that described steel pipe diagonal brace (9) is inclination angle >=20 °, and diagonal brace is no less than 4 roads.
4. high inclination-angle cylindrical steel template according to claim 1, is characterized in that: the horizontal piece (13) of the vertical piece of described punching block (17), punching block all posts the sponge strip of one deck 10mm × 50mm.
CN201520722624.4U 2015-09-17 2015-09-17 Big inclination cylinder steel form Expired - Fee Related CN204983649U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520722624.4U CN204983649U (en) 2015-09-17 2015-09-17 Big inclination cylinder steel form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520722624.4U CN204983649U (en) 2015-09-17 2015-09-17 Big inclination cylinder steel form

Publications (1)

Publication Number Publication Date
CN204983649U true CN204983649U (en) 2016-01-20

Family

ID=55118031

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520722624.4U Expired - Fee Related CN204983649U (en) 2015-09-17 2015-09-17 Big inclination cylinder steel form

Country Status (1)

Country Link
CN (1) CN204983649U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108240070A (en) * 2017-12-12 2018-07-03 广东省建筑工程机械施工有限公司 A kind of casting method of tall and big batter post
CN108265885A (en) * 2017-07-14 2018-07-10 上海宝冶集团有限公司 The construction method of tall and big nonopiate high inclination-angle abnormal shape concrete batter post

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108265885A (en) * 2017-07-14 2018-07-10 上海宝冶集团有限公司 The construction method of tall and big nonopiate high inclination-angle abnormal shape concrete batter post
CN108240070A (en) * 2017-12-12 2018-07-03 广东省建筑工程机械施工有限公司 A kind of casting method of tall and big batter post
CN108240070B (en) * 2017-12-12 2020-04-28 广东省建筑工程机械施工有限公司 Pouring method of tall and big batter post

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

Granted publication date: 20160120

Termination date: 20160917

CF01 Termination of patent right due to non-payment of annual fee