CN102677909A - Tool type support for mounting composite slabs - Google Patents
Tool type support for mounting composite slabs Download PDFInfo
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- CN102677909A CN102677909A CN2012101501094A CN201210150109A CN102677909A CN 102677909 A CN102677909 A CN 102677909A CN 2012101501094 A CN2012101501094 A CN 2012101501094A CN 201210150109 A CN201210150109 A CN 201210150109A CN 102677909 A CN102677909 A CN 102677909A
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- vertical support
- support bar
- oblique drawbar
- connector
- oblique
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Abstract
A tool type support for mounting composite slabs comprises a horizontal tie rod, one end of the horizontal tie rod is detachably connected with a first oblique tie rod and a first vertical supporting rod, and is respectively connected with one end of the first oblique tie rod and one end of the first vertical supporting rod, the other end of the horizontal tie rod is detachably connected with a second oblique tie rod and a second vertical supporting rod, and is respectively connected with one end of the second oblique tie rod and one end of the second vertical supporting rod, adjustable supporting rods are adopted as the first vertical supporting rod and the second vertical supporting rod, each adjustable supporting rod comprises a sleeve and a screw rod, an adjusting nut is screwed on the screw rod, one end of the sleeve is sleeved on the screw rod and supported by the adjusting nut, the other end of the sleeve is provided with a threaded hole, the other ends of the first oblique tie rod and the first vertical supporting rod are respectively provided with a threaded hole, and the other ends of the second oblique tie rod and the second vertical supporting rod are respectively provided with a threaded hole. The tool type support has a simple structure, and is convenient to use.
Description
Technical field
The invention discloses a kind of on-the-spot tool-type that usefulness is installed of reinforced concrete prefabricated superimposed sheet that is used for and support, support and form, belong to the civil engineering work technical field by vertical support bar, oblique drawbar, girt etc.
Background technology
Reinforced concrete sandwich plate commonly used is as the floor of structure in the precast reinforced concrete construction; This superimposed sheet is produced prefabricated superimposed sheet member in precast yard earlier; After the superimposed sheet member transports on-the-spot installation in position to; Assembling reinforcement is above it also built the overlapping layers concrete, finally accomplishes the construction of superimposed sheet.In this process, prefabricated superimposed sheet member will be born the deadweight of reinforced concrete sandwich layer and the corresponding working load on deadweight, top.Generally prefabricated superimposed sheet member does not have this supporting capacity, thereby needs to arrange support below the prefabricated superimposed sheet member with the minimizing structural span, thereby reaches satisfied purpose of carrying.Also some prefabricated superimposed sheet member just can reach load bearing requirements in order not establish to support; And take on prefabricated superimposed sheet member to increase the mode of rib; As increase steel bar girder, increase modes such as concrete rib; But owing to receive the restriction of thickness of slab condition, when plate is striden greatly, also uneconomical on the contrary by the mode that increases rib.And be stressed separately between traditional supporting way (similar template support) support and supported object, not forming cooperative structural bearing mode, thereby can not bring into play the supporting capacity that the superimposed sheet member has possessed fully, overall economic efficiency is not strong.The present invention is for giving full play to the existing structural-load-carrying capacity of prefabricated superimposed sheet member; Be provided with and the cooperative tool support of prefabricated superimposed sheet member; Make the two common string that forms prop up board-like structure; And bear upper load jointly, use can be repeatedly had enough to meet the need in the support of tool-type, thereby whole superimposed sheet installation economic benefit is improved.
Summary of the invention
The present invention can bear its top overlapping layers load of construction period for solving prefabricated superimposed sheet member safety economy; Providing a kind of superimposed sheet to install supports with tool-type; Be characterized in that this tool-type support forms string jointly with prefabricated superimposed sheet member and props up board-like structure; Improve the stress of superimposed sheet member, made structure reasonable more economically.
A kind of superimposed sheet of the present invention is installed and is supported with tool-type; Comprise: girt; At dismountable first oblique drawbar that is connected with of an end of girt with the first vertical support bar and be connected with the end of first oblique drawbar respectively with the first vertical support bar; At dismountable second oblique drawbar that is connected with of the other end of girt with the second vertical support bar and be connected with the end of second oblique drawbar respectively with the second vertical support bar; The first vertical support bar and the second vertical support bar adopt Adjustable bracing bar, and described Adjustable bracing bar comprises sleeve pipe and screw rod, and adjusting nut has been threaded on screw rod; One end of said sleeve pipe is set on the said screw rod and by adjusting nut and supports; On the other end of sleeve pipe, be provided with screwed hole, on the other end of first oblique drawbar and the first vertical support bar, be respectively equipped with screwed hole, on the other end of second oblique drawbar and the second vertical support bar, be respectively equipped with screwed hole.
The invention has the beneficial effects as follows:
1, the present invention, increases economic efficiency in application in engineering applicable to the bigger superimposed sheet of span.Support of the present invention and superimposed sheet member form string jointly and prop up board-like structure, have improved the internal force state of superimposed sheet member when bearing vertical load.Under vertical uniform load q; Vertical support bar of the present invention plays the effect that reduces superimposed sheet member span and vertical support power is provided; The bottom pull bar is drawn simultaneously, and the mode of pulling force with pressure is passed on the superimposed sheet member, and the compressive stress that this pressure produces in the superimposed sheet member will be offset the tensile stress in the superimposed sheet member; Thereby reduce or avoid the concrete cracking of superimposed sheet member, improved structural-load-carrying capacity.Thereby it has overcome with the too high restriction that influences the structure thickness of slab of anti-rib web height when span is big of anti-rib formula superimposed sheet on the one hand; Given full play to the existing structural-load-carrying capacity of prefabricated superimposed sheet member; Make steel that the superimposed sheet structure consumes, concrete material still less, structure is more economical.Of a large amount of uses of scaffold method for supporting have also been avoided directly under superimposed sheet, setting up on the other hand for material and manpower.So, forms string through the tool-type support jointly with prefabricated superimposed sheet member and prop up board-like structure, but the economical with materials use amount reduces manpower consumption, increases economic efficiency;
2, the string that this tool-type supports and prefabricated superimposed sheet member forms jointly props up board-like structure and can be good at solving the outer stable problem of braced structures face; The lower link of tensioning makes vertical support bar have good out-of-plane balance recovery capability; Vertical support bar stability is strong; Braced structures is succinct, has significantly reduced engineering quantity.
3, this tool-type supports and can pass through vertical Adjustable bracing bar in advance to girt and diagonal member pretension, and through diagonal member prefabricated superimposed sheet member is applied compressive pre-stress, reduces structure crack.
4, this tool-type supports and realizes that all detachably makeup is joined, and connector is less, and mounting or dismounting are convenient, and can have enough to meet the need use repeatedly, meet the requirement of modern construction technology development trend;
5, the pull bar and the built-in connection material of the support of this tool-type can be used reinforcing bar material commonly used, make with simple for use, and universality and economy are stronger.
Description of drawings
Below in conjunction with accompanying drawing and embodiment to further explain of the present invention:
Fig. 1 is the general assembly sketch map that prefabricated superimposed sheet member of the present invention and tool-type support.
Fig. 2 is a prefabricated superimposed sheet member built-in connection sketch map of the present invention.
Fig. 3 is a vertical Adjustable bracing bar sketch map of the present invention.
Fig. 4 is an oblique drawbar sketch map of the present invention.
Fig. 5 is a girt sketch map of the present invention.
Among Fig. 1,1 is prefabricated superimposed sheet member; 21,22 is vertical Adjustable bracing bar; 31,32 is oblique drawbar; 4 is girt.
Among Fig. 2,5 is the brace built-in connection; 6 is the pre-buried locating part of montant.
Among Fig. 3,201 is sleeve pipe; 202 is the jacking plate; 203 is screw rod; 204 is adjusting nut; Connector under 205 struts.
Among Fig. 4,301 is oblique drawbar; 302 is oblique drawbar upper end external screw teeth section; 303 oblique drawbar upper connectors; 304 is oblique drawbar lower end external screw teeth section; Connector under 305 oblique drawbars; 306 is the connecting pin that links to each other with girt 4.
Among Fig. 5,401 is pull bar; 4021,4022 is girt end external screw teeth section; 4031,4032 is the girt end coupling; 4041,4042 is link pin.
The specific embodiment
A kind of superimposed sheet is installed and is supported with tool-type; Comprise: girt 4; At dismountable first oblique drawbar 31 that is connected with of an end of girt 4 with the first vertical support bar 21 and be connected with the end of first oblique drawbar 31 respectively with the first vertical support bar 21; At dismountable second oblique drawbar 32 that is connected with of the other end of girt 4 with the second vertical support bar 22 and be connected with the end of second oblique drawbar 32 respectively with the second vertical support bar 22; The first vertical support bar 21 and the second vertical support bar 22 adopt Adjustable bracing bar, and described Adjustable bracing bar comprises sleeve pipe 201 and screw rod 203, and adjusting nut 204 has been threaded on screw rod 203; One end of said sleeve pipe 201 is set on the said screw rod 203 and by adjusting nut 204 and supports; On the other end of sleeve pipe 201, be provided with screwed hole, on the other end of first oblique drawbar 31 and the first vertical support bar 21, be respectively equipped with screwed hole, on the other end of second oblique drawbar 32 and the second vertical support bar 22, be respectively equipped with screwed hole.In the present embodiment,
First oblique drawbar 31 and second oblique drawbar 32 adopt diagonal member; Described diagonal member comprises oblique drawbar 301; The oblique drawbar upper end is an external screw teeth section 302; The oblique drawbar lower end be external screw teeth section 304 and under the oblique drawbar that has been threaded connector 305; Connector is connected under the connecting pin that under oblique drawbar, is provided with connecting pin 306, the first oblique drawbars 31 on the connector 305 and the strut that is located at first vertical support bar 21 1 ends, and connector is connected under the connecting pin of second oblique drawbar 32 and the strut that is located at second vertical support bar 22 1 ends.
Girt 4 comprises pull bar 401; The two ends of pull bar 401 are respectively the external screw teeth section and are connected with the first tie rod end connector 4031 respectively and the second tie rod end connector 4032; Be provided with at the first tie rod end connector 4031 that connector 205 is connected under first link pin 4041 and first link pin 4041 and the strut that is located at first vertical support bar 21 1 ends, be provided with at the second tie rod end connector 4032 that connector 205 is connected under second link pin 4042 and second link pin 4042 and the strut that is located at second vertical support bar 22 1 ends.
Claims (3)
1. a superimposed sheet is installed and is supported with tool-type; It is characterized in that; Comprise: girt (4); At dismountable first oblique drawbar (31) that is connected with of an end of girt (4) with the first vertical support bar (21) and be connected with the end of first oblique drawbar (31) respectively with the first vertical support bar (21); At dismountable second oblique drawbar (32) that is connected with of the other end of girt (4) with the second vertical support bar (22) and be connected with the end of second oblique drawbar (32) respectively with the second vertical support bar (22); The first vertical support bar (21) and the second vertical support bar (22) adopt Adjustable bracing bar; Described Adjustable bracing bar comprises sleeve pipe (201) and screw rod (203); The adjusting nut (204) that on screw rod (203), has been threaded, an end of said sleeve pipe (201) are set in said screw rod (203) and go up and supported by adjusting nut (204), on the other end of sleeve pipe (201), are provided with screwed hole; On the other end of first oblique drawbar (31) and the first vertical support bar (21), be respectively equipped with screwed hole, on the other end of second oblique drawbar (32) and the second vertical support bar (22), be respectively equipped with screwed hole.
2. superimposed sheet according to claim 1 is installed and is supported with tool-type; It is characterized in that; First oblique drawbar (31) and second oblique drawbar (32) adopt diagonal member; Described diagonal member comprises oblique drawbar (301); Oblique drawbar upper end is external screw teeth section (302), the oblique drawbar lower end be external screw teeth section (304) and under the oblique drawbar that has been threaded connector (305), be provided with connecting pin (306) on the connector under oblique drawbar (305); Connector is connected under the connecting pin of first oblique drawbar (31) and the strut that is located at first vertical support bar (21) one ends, and connector is connected under the connecting pin of second oblique drawbar (32) and the strut that is located at second vertical support bar (22) one ends.
3. superimposed sheet according to claim 1 is installed and is supported with tool-type; It is characterized in that; Girt (4) comprises pull bar (401); The two ends of pull bar (401) are respectively external screw teeth section (402) and are connected with the first tie rod end connector (4031) respectively and the second tie rod end connector (4032); Be provided with at the first tie rod end connector (4031) that connector (205) is connected under first link pin (4041) and first link pin (4041) and the strut that is located at first vertical support bar (21) one ends, be provided with at the second tie rod end connector (4032) that connector (205) is connected under second link pin (4042) and second link pin (4042) and the strut that is located at second vertical support bar (22) one ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012101501094A CN102677909A (en) | 2012-05-15 | 2012-05-15 | Tool type support for mounting composite slabs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012101501094A CN102677909A (en) | 2012-05-15 | 2012-05-15 | Tool type support for mounting composite slabs |
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| Publication Number | Publication Date |
|---|---|
| CN102677909A true CN102677909A (en) | 2012-09-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012101501094A Pending CN102677909A (en) | 2012-05-15 | 2012-05-15 | Tool type support for mounting composite slabs |
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| CN (1) | CN102677909A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103835515A (en) * | 2014-02-12 | 2014-06-04 | 苏州金螳螂建筑装饰股份有限公司 | Dislocation prevention gap gluing adjustor of glass partition wall |
| CN106437184A (en) * | 2016-12-07 | 2017-02-22 | 中冶建工集团有限公司 | Pouring support frame for concrete laminates and mounting and using method of pouring support frame |
| CN106499175A (en) * | 2017-01-04 | 2017-03-15 | 中冶建工集团有限公司 | A kind of self-locking steel twisted wire pours bracing frame and its installation and application |
| CN106522555A (en) * | 2017-01-04 | 2017-03-22 | 中冶建工集团有限公司 | Pre-locking type steel strand pouring supporting frame and installation and use method thereof |
| CN107130814A (en) * | 2017-07-13 | 2017-09-05 | 中建科技成都有限公司 | A kind of supporting construction and the superimposed sheet structure based on the supporting construction |
| CN109838087A (en) * | 2019-04-02 | 2019-06-04 | 丁怡 | Reusable assembled architecture support device |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200985640Y (en) * | 2006-12-13 | 2007-12-05 | 黄振熙 | Tools type supporting steel frame |
| CN201649690U (en) * | 2010-05-20 | 2010-11-24 | 锦宸集团有限公司 | Height adjustable support of steel-tube back shore |
| JP2011058228A (en) * | 2009-09-09 | 2011-03-24 | Masayasu Mifuji | Erection beam with vertical adjustment function |
| CN202658907U (en) * | 2012-05-15 | 2013-01-09 | 东南大学 | Tool type support for mounting superimposed sheet |
-
2012
- 2012-05-15 CN CN2012101501094A patent/CN102677909A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200985640Y (en) * | 2006-12-13 | 2007-12-05 | 黄振熙 | Tools type supporting steel frame |
| JP2011058228A (en) * | 2009-09-09 | 2011-03-24 | Masayasu Mifuji | Erection beam with vertical adjustment function |
| CN201649690U (en) * | 2010-05-20 | 2010-11-24 | 锦宸集团有限公司 | Height adjustable support of steel-tube back shore |
| CN202658907U (en) * | 2012-05-15 | 2013-01-09 | 东南大学 | Tool type support for mounting superimposed sheet |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103835515A (en) * | 2014-02-12 | 2014-06-04 | 苏州金螳螂建筑装饰股份有限公司 | Dislocation prevention gap gluing adjustor of glass partition wall |
| CN103835515B (en) * | 2014-02-12 | 2017-01-25 | 苏州金螳螂建筑装饰股份有限公司 | Dislocation prevention gap gluing adjustor of glass partition wall |
| CN106437184A (en) * | 2016-12-07 | 2017-02-22 | 中冶建工集团有限公司 | Pouring support frame for concrete laminates and mounting and using method of pouring support frame |
| CN106499175A (en) * | 2017-01-04 | 2017-03-15 | 中冶建工集团有限公司 | A kind of self-locking steel twisted wire pours bracing frame and its installation and application |
| CN106522555A (en) * | 2017-01-04 | 2017-03-22 | 中冶建工集团有限公司 | Pre-locking type steel strand pouring supporting frame and installation and use method thereof |
| CN107130814A (en) * | 2017-07-13 | 2017-09-05 | 中建科技成都有限公司 | A kind of supporting construction and the superimposed sheet structure based on the supporting construction |
| CN109838087A (en) * | 2019-04-02 | 2019-06-04 | 丁怡 | Reusable assembled architecture support device |
| CN109838087B (en) * | 2019-04-02 | 2024-04-19 | 丁怡 | Reusable assembled building supporting device |
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Application publication date: 20120919 |