CN2255470Y - Column form of adjustable height and section - Google Patents

Column form of adjustable height and section Download PDF

Info

Publication number
CN2255470Y
CN2255470Y CN 95201212 CN95201212U CN2255470Y CN 2255470 Y CN2255470 Y CN 2255470Y CN 95201212 CN95201212 CN 95201212 CN 95201212 U CN95201212 U CN 95201212U CN 2255470 Y CN2255470 Y CN 2255470Y
Authority
CN
China
Prior art keywords
template
master module
keel
frame
screw rod
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 95201212
Other languages
Chinese (zh)
Inventor
戴红妹
仇铭华
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 95201212 priority Critical patent/CN2255470Y/en
Application granted granted Critical
Publication of CN2255470Y publication Critical patent/CN2255470Y/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 relates to a template used for building construction, particularly a columnar mould. A frame of every main template of the utility model is horizontally fixed with a plurality of triangular clamping hoops, the long sides of the clamping hoops are longer than the width of the template, the part of the clamping hoops longer than the width of the template and the short sides of the clamping hoops are all provided with a plurality of screw holes having equal distances, and the columnar mould having an adjustable cross section is formed when the adjacent clamping hoops are fixed by bolts through corresponding screw holes according to the size of the cross section of a column. The upper end of the main template is provided with a mechanism for adjusting the height of the template in order to adapt to the construction of floors having different height. The frame of the main template is provided with a demoulding support for adjusting the position and the verticality of the template, and the mould can be removed by the demoulding support.

Description

Height and the adjustable post mould in cross section
The utility model relates to the building operations template, particularly a kind of post mould.
Mostly the template commonly used of cast pillar is fixed dimension in the architecture construction, and the template of this fixed dimension can't be used under the occasion that difference requires and by idle.The patent No. provides a kind of cross section post mould variable, that can be repeatedly used for 93207455.3 variable cross section post mould, but this post mould need be beaten many holes on template, and its verticality can not regulate, and the demoulding is difficulty.In addition, the story height of different buildings and same building thing can not be identical, and when building height changed, the product of this patent still possibly can't be used.
The purpose of this utility model is to provide a kind of both can regulate the cross section, also height-adjustable post mould, make it have greater flexibility, and can more accurately adjust the quality of the verticality of post mould with the raising building, main is to move back mould easily.
The utility model is made up of template and clip, it is characterized in that being fixed with the demoulding on the keel of master module and supporting also being provided with adjustable height mechanism on the tank bracket on the basic master module of a cover.
1. make framework and keel and apply the master module body of making template composition post mould with bamboo plywood with square steel pipe, make the in light weight of whole template, the intensity height.
2. on the keel of master module, flatly be fixed with several layers right-angled triangle clip from top to bottom, the length on the long limit of clip is greater than the width of master module, the clip that exceeds the template width partly has some equidistant holes, the minor face of clip also has corresponding equidistant holes, template when assembling, adjust the position of template, the minor face bolton that template width segments and adjacent vertical formwork front band are stretched out in the long limit of the clip of a template according to the sectional dimension of pillar, and the like, can form a post mould.Because the side of a template is to place another template inwall, so this template can be along the inwall translation of adjacent forms, to regulate the width of the actual use of template.
3. adjustable height mechanism is welded on the upper transverse frame frame by the top of two guide pillars, all insert in the keel of master module its underpart, the upper center of main frame is installed one and can be rotated and the nut that can not move up and down, the upper transverse frame frame is withstood in a screw rod upper end, form in the keel of lower end by nut insertion master module and form the movable stand of regulating height gain, the turn nut, screw rod is moved up and down, lead by two guide rods, movable stand is made upper and lower translation, both sides length on demand respectively are equipped with a frame sides, and the upper transverse frame frame is connected with main frame, and apply the auxilliary template with corresponding size.Like this, the basic master module of a cover can use more fully.
4. the demoulding is supported and is made up of pole A, pole B, hinged base, free bearing, screw rod A, screw rod B and nut, pole A and pole B lower end are articulated in base, base is fixed in ground, its upper end is equipped with the nut that can only rotate and can not move up and down, be combined with screw rod A with nut and screw rod B screws in the corresponding pole separately, the screw rod upper end fixes by the keel of free bearing and master module.When two nuts rotate simultaneously, can make the template translation, promptly when mounting template in order to regulate the front and back position of template, guarantee the size of pillar, casting finishes, and can be used as to move back mould, only rotate a nut, can adjust the verticality of template, with the quality of the casting that guarantees pillar.
The utility model compared with the prior art, its advantage is as follows:
1, template adopts the empty stomach square steel pipe to add bamboo plywood, and it is in light weight, the intensity height;
2, can adjustable column Mould Breadth degree but needn't on template, punch;
3, according to the difference of story height, can increase with story height more easily, basic master module can fully be utilized, and this will save investment greatly.
Easy to adjust when 4, constructing, construction quality improves.
Description of drawings
Fig. 1 is an elevation of the present utility model
Fig. 2 is the vertical view of Fig. 1
Fig. 3 is the connection layout of adjustment height mechanism and master module
Fig. 4 is the A partial enlarged drawing of Fig. 3
Embodiment:
Fig. 1 is an elevation of the present utility model, master module 1 is also applied with vertical keel 14 Joints with level by main frame 12 to be formed with bamboo plywood 11, on the differing heights of keel 14, flatly 3-5 triangle clip 2 arranged from top to bottom with bolt, the part that the long limit 21 of clip grows the template width has some equidistant holes 24, its minor face 22 also has corresponding equidistant screw 24, successively (Fig. 2) fixed with the minor face 22 of adjacent clip in the long limit 21 of a clip with bolt 23 by corresponding screw 24, long limit 21 and minor face 22 are all parallel with two, square steel pipe at regular intervals vertically welds mutually and weldering is connected and fixed with steel plate at two ends, have equidistant screw 24 in the middle of the steel plate, hypotenuse is welded on long limit and the minor face by a square steel pipe.Adjustable height mechanism 3 (Fig. 3) is that the top by two guide pillars 33 is welded on the upper transverse frame frame 32, insert in the keel 14 of master module 1 bottom, the upper center of main frame 12 is fixed a rotatable nut 35, upper transverse frame frame 32 is withstood in screw rod 34 upper ends, insert in the keel 14 of master module 1 by nut 35 lower end, turn nut 35, screw rod 34 is moved up and down, because the guiding of two guide rods 33, upper transverse frame frame 32 is made upper and lower translation, both sides length on demand respectively are equipped with a frame sides 31 with upper transverse frame frame 32 be connected with main frame 12 (Fig. 4), and apply with the bamboo plywood of corresponding size and make auxilliary template, can form a cover adjustable height mechanism 3 to adapt to the construction needs of differing heights floor.
It is to be articulated in base 41 and to be fixed in ground, to be fixed with two free bearings 42 on the keel 14 of master module 1 by pole A46 and pole B47 that the demoulding supports 4, screw rod A43 and screw rod B44 respectively hinge on the free bearing, and two screw rods makes screw rod screw in each self-corresponding pole by the rotatable nut 45 that is installed on the pole upper end to change protruded length with position, the verticality of adjusting template 1 be used to move back mould separately.

Claims (3)

1, the adjustable post mould in a kind of height and cross section is made up of template and clip, it is characterized in that template is made up of master module (1) and adjustable height mechanism (3), is fixed with the demoulding on the keel (14) of every master module (1) and supports (4):
1. master module (1) is by main tank bracket (12) with keel (14) are affixed and deposited forms with bamboo plywood (11);
Flatly several triangle clips (2) are arranged from top to bottom on the keel (14) of 2. every face die plate (1) with bolt, the length on its long limit (21) is longer than the width of master module (1), its part that grows the master module width has some equidistant screws (24), its minor face (22) also has corresponding equidistant screw (24), the minor face (22) that the long limit (21) of a clip is adjacent is fixed by corresponding screw (24) with bolt (23);
3. adjustable height mechanism (3) is welded on the upper transverse frame frame (32) by the top of two guide pillars (33), insert in the keel (14) of master module (1) bottom, the upper center of main frame (12) is installed one and can be rotated and the nut (35) that can not move up and down, upper transverse frame frame (32) is withstood in a screw rod (34) upper end, the lower end by nut (35) insert master module (1) keel (14) but in form the movable stand of upper and lower translation, both sides length on demand respectively are equipped with a connection upper transverse frame frame (32) and main frame (12) frame sides (31), and apply with the bamboo plywood of corresponding size and make auxilliary template;
4. in order to adjust the verticality of template, the demoulding of the demoulding and support is supported (4) by pole A (46), pole B (47), hinged base (41), free bearing (42), screw rod A (43), screw rod B (44) and nut are formed, pole A (46) and and B (47) lower end be articulated in base (41), base (41) is fixed in ground, the pole upper end is equipped with the nut (45) that can only rotate and can not move up and down, be combined with screw rod A (43) with nut (45) and screw rod B (44) screws in the corresponding pole separately, the screw rod upper end fixes by the keel (14) of free bearing (42) and master module (1).
2, the adjustable post mould in a kind of height according to claim 1 and cross section is characterized in that main frame (12) and keel (14) are made by square steel pipe.
3, the adjustable post mould in a kind of height according to claim 1 and cross section, weldering is connected and fixed with steel plate by two parallel, vertical mutually welding of square steel pipe at regular intervals and at two ends for the long limit (21) that it is characterized in that clip (2) and minor face (22), have equidistant screw (24) in the middle of the steel plate, hypotenuse is welded on long limit and the minor face by a square steel pipe.
CN 95201212 1995-01-20 1995-01-20 Column form of adjustable height and section Expired - Fee Related CN2255470Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 95201212 CN2255470Y (en) 1995-01-20 1995-01-20 Column form of adjustable height and section

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 95201212 CN2255470Y (en) 1995-01-20 1995-01-20 Column form of adjustable height and section

Publications (1)

Publication Number Publication Date
CN2255470Y true CN2255470Y (en) 1997-06-04

Family

ID=33854700

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 95201212 Expired - Fee Related CN2255470Y (en) 1995-01-20 1995-01-20 Column form of adjustable height and section

Country Status (1)

Country Link
CN (1) CN2255470Y (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102060147A (en) * 2010-12-31 2011-05-18 天津南玻节能玻璃有限公司 Glass packing box
CN102979300A (en) * 2012-11-19 2013-03-20 中国核工业华兴建设有限公司 Section-adjustable rectangular column framework assembly
CN103061503A (en) * 2013-01-15 2013-04-24 中国石油天然气股份有限公司 Ring beam formwork
CN103132692A (en) * 2013-03-12 2013-06-05 山东天齐置业集团股份有限公司 Inner inclined cylindrical form erecting device and form erecting method
CN104295092A (en) * 2014-08-28 2015-01-21 中国二十冶集团有限公司 Adjustable frame column formwork back arris system
CN105178593A (en) * 2015-06-29 2015-12-23 江苏南通二建集团有限公司 Method and structure for erecting forms of structural columns of filler walls
CN109853945A (en) * 2019-01-25 2019-06-07 福建博业建设集团有限公司 A kind of new concrete column template device and its construction method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102060147A (en) * 2010-12-31 2011-05-18 天津南玻节能玻璃有限公司 Glass packing box
CN102979300A (en) * 2012-11-19 2013-03-20 中国核工业华兴建设有限公司 Section-adjustable rectangular column framework assembly
CN103061503A (en) * 2013-01-15 2013-04-24 中国石油天然气股份有限公司 Ring beam formwork
CN103132692A (en) * 2013-03-12 2013-06-05 山东天齐置业集团股份有限公司 Inner inclined cylindrical form erecting device and form erecting method
CN103132692B (en) * 2013-03-12 2015-09-02 山东天齐置业集团股份有限公司 A kind of tilted cylinder erecting device and mold method
CN104295092A (en) * 2014-08-28 2015-01-21 中国二十冶集团有限公司 Adjustable frame column formwork back arris system
CN105178593A (en) * 2015-06-29 2015-12-23 江苏南通二建集团有限公司 Method and structure for erecting forms of structural columns of filler walls
CN109853945A (en) * 2019-01-25 2019-06-07 福建博业建设集团有限公司 A kind of new concrete column template device and its construction method

Similar Documents

Publication Publication Date Title
CN2255470Y (en) Column form of adjustable height and section
CN212384891U (en) Accurate adjustable steel truss assembles bed-jig
CN211571429U (en) U type bridge guardrail template
CN202865752U (en) Support used for pier bent cap on-site concrete
CN214220599U (en) Batter post bearing structure
CN213508077U (en) Variable cross section box mound reinforcement operation platform
CN210561782U (en) Pier support is changed with supplementary construction equipment
CN209779457U (en) Supporting device for box girder side template
CN113685012A (en) Movable combined steel pipe bent and formwork structure
CN113668836A (en) Building outer wall manned construction equipment with adjustable
CN219773622U (en) Adjustable inner supporting structure of lifting die drop plate
CN214925583U (en) Prefabricated T web steel reinforcement cage ligature fetal membrane
CN217028245U (en) Adjustable independent support device
CN2569912Y (en) Frame construction experimental bench
CN215202577U (en) Prefabricated U type stand mould slides
CN2261449Y (en) Testing apparatus for static load of pile foundation
CN211775766U (en) Aluminum die for floor beam
CN220927533U (en) Cast-in-situ beam template system without inner pull rod
CN221001963U (en) Mounting bracket of extra-large steel mould
CN2205444Y (en) Well shaft working device
CN220791242U (en) Side wall supporting die carrier for cover excavation station
CN114941444B (en) Elevation adjusting device for assembled short column
CN219034144U (en) Earthquake zone bearing column protection reinforcing apparatus
CN212865847U (en) Structure convenient to sluice overflow surface template installation
CN219864049U (en) Beam pouring template fixing assembly

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