CN203066099U - Combined steel formwork used for cup foundation construction - Google Patents

Combined steel formwork used for cup foundation construction Download PDF

Info

Publication number
CN203066099U
CN203066099U CN 201320038342 CN201320038342U CN203066099U CN 203066099 U CN203066099 U CN 203066099U CN 201320038342 CN201320038342 CN 201320038342 CN 201320038342 U CN201320038342 U CN 201320038342U CN 203066099 U CN203066099 U CN 203066099U
Authority
CN
China
Prior art keywords
cup
special
shaped
irregularly
rim
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 - Lifetime
Application number
CN 201320038342
Other languages
Chinese (zh)
Inventor
倪淑梅
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 MCC17 Group Co Ltd
Original Assignee
China MCC17 Group 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 MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN 201320038342 priority Critical patent/CN203066099U/en
Application granted granted Critical
Publication of CN203066099U publication Critical patent/CN203066099U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

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

Abstract

A combined steel formwork used for cup foundation construction comprises four irregularly-shaped corner dies 1 formed by cutting and welding a 150*150mm internal corner steel die, wherein each irregularly-shaped corner die is composed of two identical right trapezoids with slant sides superposed; the two upper bottom edges are mutually perpendicular, so do the two lower bottom edges; the irregularly-shaped corners of each irregularly-shaped corner die are in accordance with the taper of the cup, and the depth of the irregularly-shaped corner dies is in accordance with the depth of the cup; and moreover, the four irregularly-shaped corner dies are assembled through four rectangular fixed small steel formworks via U-shaped fasteners according to the size of the cup, and the bottom edges of the formworks are flush. The combined steel formwork used for cup foundation construction not only is simple and reasonable in structure and convenient to use, but also can be used repeatedly and quickly, saves wood, and lowers construction cost. The one-time investment is less, the use turnover rate of the formwork is high, and the production efficiency is high.

Description

The combined steel formwork that the rim of a cup foundation construction is used
Technical field
The utility model belongs to the combined steel formwork of foundation construction, especially relates to the combined steel formwork that a kind of rim of a cup foundation construction is used.
Background technology
In the cup-shaped foundation construction of industrial premises assembling single-storey factory building, the conventional practice of rim of a cup template is the sedan pole method, uses wooden form to prop up the rim of a cup internal mold, this wooden model waste material, and operating difficulties is unfavorable for template turnover use.
Summary of the invention
The purpose of this utility model is exactly will overcome the above problems and the combined steel formwork that provides a kind of rim of a cup foundation construction to use, and not only simple and reasonable, easy to use, effect is better, can repeat quick the use.
The purpose of this utility model is achieved like this: the combined steel formwork that a kind of rim of a cup foundation construction is used, be characterized in: it comprises four special-shaped angle moulds 1, four special-shaped angle moulds 1 are that the inner corner trim punching block of 150*150mm is made through cutting, welding, the oblique waist that each special-shaped angle mould 1 is two the identical right-angled trapezium formation that coincides together, two to go up bases vertical mutually with two bottoms; The special-shaped angle of abnormity angle mould is consistent with the rim of a cup tapering, and the degree of depth of special-shaped angle mould is consistent with the rim of a cup degree of depth; Carry out spelling with four rectangular typing small steel templates 2 by the U-shaped buckle according to the rim of a cup size between four special-shaped angle moulds, it is concordant that the template base keeps.
The utility model is not only simple and reasonable, easy to use, can repeat quick the use, saves timber, reduces construction costs.A small investment, template is used turnover rate height, production efficiency height.
The combined steel formwork that a kind of rim of a cup foundation construction that in conjunction with the accompanying drawings and embodiments the utility model is proposed is now used is described further.
Description of drawings
Fig. 1 is that master of the present utility model looks schematic diagram.
Fig. 2 is the vertical view of Fig. 1.
Among the figure: 1, special-shaped angle mould 2, small steel templates 3, the cross lumps of wood 4, steel pipe.
The specific embodiment
From Fig. 1, Fig. 2 as seen: the utility model comprises four special-shaped angle moulds 1, four special-shaped angle moulds 1 are that the inner corner trim punching block of 150*150mm is made through cutting, welding, the oblique waist that each special-shaped angle mould 1 is two the identical right-angled trapezium formation that coincides together, two to go up bases vertical mutually with two bottoms; The special-shaped angle of abnormity angle mould is consistent with the rim of a cup tapering, and the degree of depth of special-shaped angle mould is consistent with the rim of a cup degree of depth; Carry out spelling with four rectangular typing small steel templates 2 by the U-shaped buckle according to the rim of a cup size between four special-shaped angle moulds, it is concordant that the template base keeps.
During use, with the U-shaped buckle steel form is carried out spelling by the rim of a cup size, inboard stand-by with 3 jails of the two-layer cross lumps of wood.Install preceding with template of interleaving agent brushing, then cup-shaped combined steel formwork is put into the basis, template center line suitable for reading overlaps with rim of a cup base center line, adjusts the combined steel plate height, absolute altitude adheres to specification at the bottom of the template, with steel pipe 4 this combined steel formwork is fixedly secured on outboard template.Slump control is built a glass base concrete earlier at 20-40mm during concreting, builds rim of a cup concrete all around then until design elevation.Before the concrete final set, utilize the steel pipe of fixed form that the combined steel slab integral is proposed, can reuse after the combined steel formwork brushing interleaving agent.

Claims (1)

1. combined steel formwork that the rim of a cup foundation construction is used, it is characterized in that: comprise four special-shaped angle moulds, four special-shaped angle moulds are that the inner corner trim punching block of 150*150mm is made through cutting, welding, each special-shaped angle mould is the oblique waist of two the identical right-angled trapezium formation that coincides together, and two to go up bases vertical mutually with two bottoms; The special-shaped angle of abnormity angle mould is consistent with the rim of a cup tapering, and the degree of depth of special-shaped angle mould is consistent with the rim of a cup degree of depth; Carry out spelling with four rectangular typing small steel templates by the U-shaped buckle according to the rim of a cup size between four special-shaped angle moulds, it is concordant that the template base keeps.
CN 201320038342 2013-01-21 2013-01-21 Combined steel formwork used for cup foundation construction Expired - Lifetime CN203066099U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320038342 CN203066099U (en) 2013-01-21 2013-01-21 Combined steel formwork used for cup foundation construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320038342 CN203066099U (en) 2013-01-21 2013-01-21 Combined steel formwork used for cup foundation construction

Publications (1)

Publication Number Publication Date
CN203066099U true CN203066099U (en) 2013-07-17

Family

ID=48764910

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320038342 Expired - Lifetime CN203066099U (en) 2013-01-21 2013-01-21 Combined steel formwork used for cup foundation construction

Country Status (1)

Country Link
CN (1) CN203066099U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105951870A (en) * 2016-06-04 2016-09-21 山西运城建工集团有限公司 Inner hole formwork frame of steel structure building concrete cup foundation
CN106193093A (en) * 2016-08-25 2016-12-07 中启胶建集团有限公司 Rim of a cup foundation forms is reinforced and hydraulic pressure construction process for removing
CN107119708A (en) * 2017-07-10 2017-09-01 中船第九设计研究院工程有限公司 It is a kind of to pour the cushion cap rim of a cup punching block for smashing armored concrete
CN107447772A (en) * 2016-05-31 2017-12-08 上海宝冶集团有限公司 The integrated core die combination and its construction method of base for post cushion cap rim of a cup

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107447772A (en) * 2016-05-31 2017-12-08 上海宝冶集团有限公司 The integrated core die combination and its construction method of base for post cushion cap rim of a cup
CN105951870A (en) * 2016-06-04 2016-09-21 山西运城建工集团有限公司 Inner hole formwork frame of steel structure building concrete cup foundation
CN106193093A (en) * 2016-08-25 2016-12-07 中启胶建集团有限公司 Rim of a cup foundation forms is reinforced and hydraulic pressure construction process for removing
CN107119708A (en) * 2017-07-10 2017-09-01 中船第九设计研究院工程有限公司 It is a kind of to pour the cushion cap rim of a cup punching block for smashing armored concrete

Similar Documents

Publication Publication Date Title
CN203066099U (en) Combined steel formwork used for cup foundation construction
CN104652815A (en) Construction method for pouring water-stopping upstanding beams in kitchens and toilets
CN106968435A (en) A kind of formwork reinforcement system of L-type shear wall with short piers one-piece casting construction
CN202954567U (en) Circular truncated cone post cap mold
CN103498479A (en) Stepped independent foundation formwork bracing method
CN201713970U (en) Structural system with light multi-ribbed plates and light multi-ribbed floor systems
CN208197115U (en) Prefabricated air duct overlaps board mold
CN210216896U (en) Prefabricated plate skeleton and prefabricated plate
CN208792764U (en) A kind of stock mould for concrete-constituted pile
CN104074354A (en) Plate-insertion type cast-in-place staircase template and use method of plate-insertion type cast-in-place staircase template
CN202742489U (en) Inner die of box girder
CN203188250U (en) Basement exterior wall post-cast strip construction structure
CN207997396U (en) One kind exempting from formwork constructional column shaper
CN103878868A (en) Application of novel vertical pouring construction process to prefabricated concrete block with four hollow corners
CN110453916A (en) By the arc beam construction method of adjustable arc beams regularization formwork erecting structure
CN202000661U (en) Large-section super-high steel-rib bare-concrete double-column construction mould plate
CN202064448U (en) Reinforced concrete structure used for antique building
CN103883119A (en) Building formwork installation method used for early-detached system
CN202689278U (en) Superimposed hollow slab
CN203460370U (en) Simple and easy mould with baffle
CN203331197U (en) Composite floor slab prefabricated die
CN202787992U (en) Constructional column top concrete pouring structure
CN203905483U (en) Fixed keelson supporting template during structural arc construction
CN203594224U (en) Novel semi-fabricated formwork
CN202644483U (en) Pier large steel template

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20130717