CN202627493U - Combined template for constructing elevator shaft - Google Patents

Combined template for constructing elevator shaft Download PDF

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Publication number
CN202627493U
CN202627493U CN 201220278460 CN201220278460U CN202627493U CN 202627493 U CN202627493 U CN 202627493U CN 201220278460 CN201220278460 CN 201220278460 CN 201220278460 U CN201220278460 U CN 201220278460U CN 202627493 U CN202627493 U CN 202627493U
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CN
China
Prior art keywords
stupefied
master module
construction
template
gang
Prior art date
Application number
CN 201220278460
Other languages
Chinese (zh)
Inventor
彭旭
宋功业
Original Assignee
江苏建筑职业技术学院
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Application filed by 江苏建筑职业技术学院 filed Critical 江苏建筑职业技术学院
Priority to CN 201220278460 priority Critical patent/CN202627493U/en
Application granted granted Critical
Publication of CN202627493U publication Critical patent/CN202627493U/en

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Abstract

The utility model relates to a combined template for constructing an elevator shaft, which belongs to the field of building templates. The combined template comprises four symmetrical main templates, lengthening templates which are connected to the two ends of the main templates, internal corner templates which are connected with the lengthening templates, a lifting frame, four symmetrical lengthening rods which are connected with the lifting frame, and main template supports which are arranged on the lengthening rods and are used for supporting the main templates. When the combined template operates, the main templates can be unfolded by placing the lifting frame and the lengthening rods at a horizontal position, and the size of the inner barrel of the elevator shaft, which is required by designing, can be realized by adjusting the lengths of the lengthening rods; and the lengthening templates are connected with the main templates and the internal corner templates through fasteners respectively. The combined template has the advantages that the template of the elevator shaft is convenient to assemble and disassemble, easy to operate, convenient to construct quickly, economic and practical, can be repeatedly used and has a remarkable economic benefit.

Description

The gang form that is used for construction of lift well

Technical field

The utility model relates to a kind of gang form that is used for construction of lift well, belongs to the construction formwork field.Be mainly used in the inner side template formwork construction of building construction of lift well.

Background technology

In the construction of elevator shaft template, adopt wooden form or combined steel template mostly, it is more loaded down with trivial details to construct; Holding time is long, needs material working tool a lot, and workman's amount of labour is big; Transport of materials stack and inconvenience, and material consumption is also bigger; Not economical rationality, and when construction safety of workers also be difficult to ensure, also can influence the duration sometimes.

Summary of the invention

For addressing the above problem, the utility model provides a kind of gang form that is used for construction of lift well.

The utility model is realized with following technical scheme: a kind of gang form that is used for construction of lift well; It comprises four symmetries master module, be connected the master module two ends the lengthening template, with the internal corner formwork that is connected of lengthening template, the extension bar of four symmetries that also comprise upending frame, are connected, be installed in the master module support that is used to support master module on the extension bar with upending frame; Described master module is made up of steel frame and the panel that is installed on the steel frame, steel frame is stupefied by last horizontal stroke, the limit perpendicular stupefied, in erect the horizontal stupefied rectangular frame of forming under stupefied, the crosspiece; It is triangle that described master module supports, stupefied with last horizontal stroke, the down horizontal stupefied integral body that is welded into, and last horizontal stroke is stupefied, horizontal angle between stupefied is 30 ° down--and 45 °; Master module supports with extension bar hinged; Described extension bar is a turnbuckle, and master module supports, all adopt between the upending frame and be articulated and connected; Described upending frame by cross up and down, be fixed on the suspension ring at cross top and be fixed on about between the cross center pillar form.

Its structural principle and method for using are: utilize rod member to be articulated and connected and rotate principle easily, the distance that can regulate template and metope is directly lifted by crane the last layer working face with tower crane.During operation, as long as the cross and the extension bar of upending frame placed the purpose that just can reach supporting template on the horizontal plane.When needing adjustment elevator shaft inner core to touch size, as long as the turnbuckle of adjustment extension bar just can achieve the goal.There is internal corner formwork at the inner corner trim position, when template size during greater than 1.8 meters, increases the lengthening template and can regulate size.

During form removal, as long as unclamp internal corner formwork version and lengthening template, with tower crane upending frame is sling, template and elevator shaft inner core concrete will be thrown off.

The beneficial effect of the utility model is: make things convenient for the installation and removal of elevator shaft template, and simple to operate, be convenient to rapid construction, economical and practical, and can be repeatedly used remarkable in economical benefits.

Description of drawings

Below in conjunction with accompanying drawing and embodiment the structure of the utility model is further described.

Fig. 1 is that the elevator shaft die worker makes view;

Fig. 2 is the master module structural representation;

Fig. 3 upending frame structural representation.

Among the figure: the 1-master module; 1.1-panel; 1.2-last horizontal stroke is stupefied; 1.3-the limit is perpendicular stupefied; 1.4-in perpendicular stupefied; 1.5-crosspiece; 1.6-following horizontal stroke is stupefied; The 2-master module supports; 3 extension bars; The 4-upending frame; 4.1-suspension ring; 4.2-cross; 4.3-center pillar; The 3-extension bar; The 5-template that extends; The 6-internal corner formwork.

The specific embodiment

As shown in Figure 1, the gang form that is used for construction of lift well is made up of master module 1, master module support 2, extension bar 3, upending frame 4, lengthening template 5, internal corner formwork 6.Adopt fastener to connect between master module 1, lengthening template 5, the internal corner formwork 6.Master module 1 is made up of panel 1.1 and steel frame.Lengthening template 5 is measures of the lengthening template taked for the size that meets design requirement, and the lengthening template adopts combined steel formwork, and length is 3 meters.Width is respectively 100 millimeters, 150 millimeters, 200 millimeters, 300 millimeters several kinds, can be one during use, also can be polylith.Internal corner formwork 6 adopts the internal corner formwork of combined steel formwork, and width is 150 millimeters, and length is 3 meters.

As shown in Figure 2, steel frame is stupefied 1.2 by last horizontal stroke, the limit perpendicular stupefied 1.3, in perpendicular stupefied 1.4,1.5 times horizontal strokes of crosspiece stupefied 1.6 forms, master module is grown 3 meters, and is wide 1.5 meters.Panel 1.1 is processed by 1-1.5 millimeters thick steel plate, adopts between panel 1.1 and the steel frame to be welded to connect, or connects with self-tapping screw or rivet; Last horizontal stroke stupefied 1.2 with horizontal stupefied 1.6 be to process down with the square steel pipe of 1,5 meter of the length of side 30 millimeters long, and the limit perpendicular stupefied 1.3, in adopt between perpendicular stupefied 1.4 and be welded to connect, and can adopt between the template and be welded to connect, or with self-tapping screw or rivet connection; The perpendicular stupefied 1.3 steel plate bars by the 3-6 millimeters thick in limit are made, and long 3 meters of steel plate bar is wide 40 millimeters, and in the middle of 100 millimeters places apart from both ends and at interval 250-300 millimeter place is useful on the circular hole that is connected usefulness with fastener, 12 millimeters of diameters.In perpendicular stupefied 1.4 be to process with the square steel pipe of 1.5 meters of the length of side 30 millimeters long, and last horizontal stroke is stupefied 1.2, adopt between the horizontal stroke stupefied 1.6 down and be welded to connect.Crosspiece 1.5, spacing 500-600 millimeter, and the limit perpendicular stupefied 1.3, in adopts between perpendicular stupefied 1.4 and is welded to connect, when conflict with stupefied upper fastener connecting hole position, limit in the stupefied position of horizontal stroke, adjust the position of crosspiece.It is 30 millimeters the square steel pipe triangular support that is made by the length of side that master module supports 2, is welded into integral body with last horizontal stroke stupefied 1.2, down horizontal stupefied 1.6, and last horizontal stroke is stupefied 1.2, the angle between horizontal stupefied 1.6 is between 30 °-45 ° down; Between master module support 2 and the extension bar is hinged.

As shown in Figure 3, extension bar 3 is processed by turnbuckle, and master module supports 2, all adopt between the upending frame 4 and be articulated and connected.Upending frame 4 is made up of suspension ring 4.1, cross 4.2, center pillar 4.3; Suspension ring 4.1 are welded into annulus by the reinforcing bar of 30 millimeters of diameters, and internal radius is not less than 200 millimeters; Cross is welded by two long 300 millimeters No. 6 channel-section steels, and top cross 4.2 top center and suspension ring (4.1) are welded to connect; Be welded with the center pillar 4.3 that No. 6 channel-section steels are processed up and down between the cross 4.2.

During work, place horizontal level master module 1 to strut upending frame 4 and extension bar 3, the length of regulating extension bar 3 just can realize the interior cylinder size of elevator shaft of designing requirement.During the tube template formwork, also need internal corner formworks 6 to be installed in the elevator shaft,, between internal corner formwork 6 and master module, be provided with lengthening template 5 because cylinder size is had nothing in common with each other in the elevator shaft at four jiaos.Lengthening template 5 and master module 1, internal corner formwork 6 connect with fastener respectively.

Concrete curing is after the enough intensity during form removal; Earlier internal corner formwork 6 and lengthening template 5 fasteners are unclamped; With lifting appliance suspension ring 4.1 being sling, all is hinged because extension bar 3 supports 2 with upending frame 4 and master module, during lifting; Master module 1 will leave concrete surface, and template is moved on just can be as required.

Claims (8)

1. gang form that is used for construction of lift well; It comprises four symmetries master module (1), be connected the master module two ends lengthening template (5), with the internal corner formwork (6) that is connected of lengthening template (5), the extension bar (3) of four symmetries that also comprise upending frame (4), are connected, be installed in the master module support (2) that is used to support master module (1) on the extension bar (3) with upending frame (4); Adopt fastener to connect between described master module (1), lengthening template (5), the internal corner formwork (6); Described master module (1) is made up of steel frame and the panel (1.1) that is installed on the steel frame, steel frame by last horizontal stroke stupefied (1.2), limit perpendicular stupefied (1.3), in perpendicular stupefied (1.4), crosspiece (1.5) rectangular frame formed of horizontal stroke stupefied (1.6) down; It is triangular support that described master module supports (2), is welded into integral body with last horizontal stroke stupefied (1.2), down horizontal stupefied (1.6), and the angle between the last horizontal stroke stupefied (1.2), down horizontal stupefied (1.6) is 30 °--45 °; It is hinged with extension bar (3) that master module supports (2); Described extension bar (3) is processed by turnbuckle, and master module supports all to adopt between (2), the upending frame (4) and is articulated and connected; Described upending frame (4) by cross (4.2) up and down, be fixed on the suspension ring (4.1) at cross (4.2) top and be fixed on about between the cross (4.2) center pillar (4.3) form.
2. the gang form that is used for construction of lift well according to claim 1 is characterized in that: described panel (1.1) is processed by 1-1.5 millimeters thick steel plate, adopts between panel (1.1) and the steel frame to be welded to connect, or connects with self-tapping screw or rivet.
3. the gang form that is used for construction of lift well according to claim 1; It is characterized in that: the described horizontal stroke stupefied (1.2) of going up is with the length of side 30 millimeters long 1 with down horizontal stupefied (1.6); 5 meters square steel pipe is processed; With limit perpendicular stupefied (1,3), in adopts between perpendicular stupefied (1.4) and is welded to connect, be welded to connect with employing between the template or be connected with self-tapping screw or rivet.
4. the gang form that is used for construction of lift well according to claim 1; It is characterized in that: described limit perpendicular stupefied (1.3) are made by the steel plate bar of 3-6 millimeters thick; Long 3 meters of steel plate bar; Wide 40 millimeters, in the middle of 100 millimeters places apart from both ends and at interval 250-300 millimeter place is useful on fastener and the circular hole that is connected usefulness.
5. the gang form that is used for construction of lift well according to claim 1; It is characterized in that: perpendicular stupefied (1.4) are to process with 30 millimeters of the length of sides, long 1.5 meters square steel pipe in described, and adopt between the last horizontal stroke stupefied (1.2), down horizontal stupefied (1.6) and be welded to connect.
6. the gang form that is used for construction of lift well according to claim 1 is characterized in that: the spacing 500-600 millimeter between described crosspiece (1.5), and limit perpendicular stupefied (1.3), in adopt between perpendicular stupefied (1.4) and be welded to connect.
7. the gang form that is used for construction of lift well according to claim 1 is characterized in that: described lengthening template (5) adopts combined steel formwork.
8. the gang form that is used for construction of lift well according to claim 1 is characterized in that: described internal corner formwork (6) adopts the internal corner formwork of combined steel formwork.
CN 201220278460 2012-06-14 2012-06-14 Combined template for constructing elevator shaft CN202627493U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220278460 CN202627493U (en) 2012-06-14 2012-06-14 Combined template for constructing elevator shaft

Publications (1)

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CN202627493U true CN202627493U (en) 2012-12-26

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104912558A (en) * 2015-05-29 2015-09-16 成都瑞达科恒科技有限公司 Walling crib
CN104947931A (en) * 2015-06-25 2015-09-30 中国水利水电第十四工程局有限公司 Integral turnover formwork for vertical shaft
CN105019908A (en) * 2015-05-29 2015-11-04 成都瑞达科恒科技有限公司 Internal-bracing well loop
CN105064678A (en) * 2015-09-01 2015-11-18 中民筑友有限公司 Formwork folding and unfolding mechanism, interior cylinder formwork and elevator shaft formwork device
CN106193586A (en) * 2016-08-19 2016-12-07 中国三冶集团有限公司 Elevator Telescopic folding Integral lifting core

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104912558A (en) * 2015-05-29 2015-09-16 成都瑞达科恒科技有限公司 Walling crib
CN105019908A (en) * 2015-05-29 2015-11-04 成都瑞达科恒科技有限公司 Internal-bracing well loop
CN104947931A (en) * 2015-06-25 2015-09-30 中国水利水电第十四工程局有限公司 Integral turnover formwork for vertical shaft
CN105064678A (en) * 2015-09-01 2015-11-18 中民筑友有限公司 Formwork folding and unfolding mechanism, interior cylinder formwork and elevator shaft formwork device
CN106193586A (en) * 2016-08-19 2016-12-07 中国三冶集团有限公司 Elevator Telescopic folding Integral lifting core

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

Granted publication date: 20121226

Termination date: 20140614