CN204418653U - A kind of one-sided body of wall large steel moulding plate structure - Google Patents

A kind of one-sided body of wall large steel moulding plate structure Download PDF

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Publication number
CN204418653U
CN204418653U CN201520049480.0U CN201520049480U CN204418653U CN 204418653 U CN204418653 U CN 204418653U CN 201520049480 U CN201520049480 U CN 201520049480U CN 204418653 U CN204418653 U CN 204418653U
Authority
CN
China
Prior art keywords
wall
steel
basement
concrete guide
guide wall
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
CN201520049480.0U
Other languages
Chinese (zh)
Inventor
胡家豪
胡彬相
刘忠贤
马晓燕
俞文
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.)
JIANGSU ZHONGXIN CONSTRUCTION GROUP Co Ltd
Original Assignee
JIANGSU ZHONGXIN CONSTRUCTION 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 JIANGSU ZHONGXIN CONSTRUCTION GROUP Co Ltd filed Critical JIANGSU ZHONGXIN CONSTRUCTION GROUP Co Ltd
Priority to CN201520049480.0U priority Critical patent/CN204418653U/en
Application granted granted Critical
Publication of CN204418653U publication Critical patent/CN204418653U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of one-sided body of wall large steel moulding plate structure, at least comprises outer wall of basement, concrete guide wall, operating platform builder's jack, steel form, single side bracing, crab-bolt and earth anchor; Described outer wall of basement is arranged on the overall leftmost side, and extends to bottom by vertical top; Described concrete guide wall is arranged on the lower right side of outer wall of basement; Described steel shutterings is contained between integral head and concrete guide wall, and parallel with outer wall of basement; Described earth anchor is arranged on the right side of concrete guide wall, and between have interval; Described operating platform builder's jack to be arranged between integral head and steel form upper end and oblique weld; Described single side bracing is arranged between steel form and earth anchor, and left parallel is welded on steel form; Described crab-bolt embeds concrete guide wall inside and single side bracing is close-coupled at concrete surface; This one-sided body of wall large steel moulding plate structure is simple, connects closely, is conducive to adjacent two pieces of template plate faces at same plane, ensure that wall leveling degree, be easy to promote the use of.

Description

A kind of one-sided body of wall large steel moulding plate structure
Technical field
The utility model relates to one-sided body of wall support applications technical field, especially a kind of one-sided body of wall large steel moulding plate structure.
Background technology
Along with developing rapidly of city size, in city, high building stands in great numbers, especially district in business, an inch of land is an inch of gold, construction plant is more and more narrower, basement is generally many, one side formwork is also mounted split pattern, single side wall moulding plate, one-sided body of wall formwork, the construction method of side formwork when mounted split pattern body of wall formwork refers to concreting, the fertile groove that pattern foundation pit supporting structure gives is very little or just do not have fertile groove at all, outer wall of basement adopts bilateral formwork to become unrealistic, there is many weak points in current one-sided body of wall large steel moulding plate structure, easily there are quality problems again in the single side formwork as routine, therefore, for the problems referred to above, we propose a kind of one-sided body of wall large steel moulding plate structure.
Prior art can not meet the needs of people, and for making up prior art deficiency, it is simple that the utility model aims to provide a kind of structure, connects closely, be conducive to adjacent two pieces of template plate faces at same plane, ensure that the one-sided body of wall large steel moulding plate structure of wall leveling degree.
For achieving the above object, the utility model by the following technical solutions: a kind of one-sided body of wall large steel moulding plate structure, at least comprises outer wall of basement, concrete guide wall, operating platform builder's jack, steel form, single side bracing, crab-bolt and earth anchor; Described outer wall of basement is arranged on the overall leftmost side, and extends to bottom by vertical top; Described concrete guide wall is arranged on the lower right side of outer wall of basement; Described steel shutterings is contained between integral head and concrete guide wall, and parallel with outer wall of basement; Described earth anchor is arranged on the right side of concrete guide wall, and between have interval; Described operating platform builder's jack to be arranged between integral head and steel form upper end and oblique weld; Described single side bracing is arranged between steel form and earth anchor, and left parallel is welded on steel form; It is inner that described crab-bolt embeds concrete guide wall, and single side bracing is close-coupled at concrete surface.
As optimisation technique scheme of the present utility model: described steel form panel adopts steel plate, and vertical rib adopts quiet channel-section steel, uses special template connector to carry out drawknot between adjacent forms; Single side bracing is connected with earth anchor by described crab-bolt, and crab-bolt is L shape structure.
Compared with prior art, the beneficial effects of the utility model are: steel form panel adopts steel plate, vertical rib adopts quiet channel-section steel, special template connector is used to carry out drawknot between adjacent forms, make the plate face of adjacent two pieces of templates at same plane, to ensure wall leveling degree, described steel form panel brushing release agent, there is heat-resisting and stress performance, not easily decompose or wearing and tearing, release agent is adhered on mould not to be transferred on processed product, do not hinder and spray paint or other secondary machining operation, prevent template end opening running pulp, before large form is installed, ground keeps level, the ground height caused by structure, the flitch rim of available planing is in the bottom of template, the ground that caused by construction quality is uneven and difference of height is less time, single foam adhesive tape can be pasted on the structural plane at template place in place, decrease spillage.
Utility model content
Accompanying drawing explanation
Fig. 1 is the utility model overall structure schematic diagram;
Fig. 2 is the structural representation of the utility model crab-bolt;
Wherein: 1, outer wall of basement, 2, concrete guide wall, 3, operating platform builder's jack, 4, steel form, 5, single side bracing, 6, crab-bolt, 7, earth anchor.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making other embodiments all obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1 ~ 2, in the utility model embodiment, a kind of one-sided body of wall large steel moulding plate structure, at least comprises outer wall of basement 1, concrete guide wall 2, operating platform builder's jack 3, steel form 4, single side bracing 5, crab-bolt 6 and earth anchor 7; Described outer wall of basement 1 is arranged on the overall leftmost side, and extends to bottom by vertical top; Described concrete guide wall 2 is arranged on the lower right side of outer wall of basement 1; Described steel form 4 is arranged between integral head and concrete guide wall 2, and parallel with outer wall of basement 1; Described earth anchor 7 is arranged on the right side of concrete guide wall 2, and between have interval; Described operating platform builder's jack 3 to be arranged between integral head and steel form 4 upper end and oblique weld; Described single side bracing 5 is arranged between steel form 4 and earth anchor 7, and left parallel is welded on steel form 4; Described crab-bolt 6 embeds concrete guide wall inside, single side bracing 5 is close-coupled at concrete guide wall 2 surface.
As optimisation technique scheme of the present utility model: described steel form 4 panel adopts steel plate, and vertical rib adopts quiet channel-section steel and uses special template connector to carry out drawknot between adjacent forms; Single side bracing 5 is connected with earth anchor 7 by described crab-bolt 6, and crab-bolt 6 is L shape structure.
As Installation Considerations of the present utility model: require that operating personnel is in strict accordance with constructure scheme and construction of confiding a technological secret, set spacing and connecting bolt spacing must not be changed without authorization, need before matched moulds carefully to check board surface quality, pitted skin is there is after ensureing planeness and concreting, formwork root 45 °, necessary alignment when bolt is as installed after off normal, prevent from being straightened in concreting, cause the swollen mould of formwork root, formwork erection guarantee is suitable for reading is of a size of negative common difference, the necessary support top of support adjustable seats is firm, stone bolt must overlap double nut, below support adjustable seats place, the strong point must be firmly, stressed and deformation energy meets Bearing Seat Force, not so bearing place decline template easy swollen mould suitable for reading.
To those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, can realize the utility model in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.Any Reference numeral in claim should be considered as the claim involved by limiting.
The above; be only preferred embodiment of the present utility model; not in order to limit the utility model, every above embodiment is done according to technical spirit of the present utility model any trickle amendment, equivalently replace and improve, within the protection domain that all should be included in technical solutions of the utility model.

Claims (3)

1. an one-sided body of wall large steel moulding plate structure, at least comprises outer wall of basement (1), concrete guide wall (2), operating platform builder's jack (3), steel form (4), single side bracing (5), crab-bolt (6) and earth anchor (7); It is characterized in that: described outer wall of basement (1) is arranged on the overall leftmost side, and extend to bottom by vertical top; Described concrete guide wall (2) is arranged on the lower right side of outer wall of basement (1); Described steel form (4) is arranged between integral head and concrete guide wall (2), and parallel with outer wall of basement (1); Described earth anchor (7) is arranged on the right side of concrete guide wall (2), and between have interval; Described operating platform builder's jack (3) to be arranged between integral head and steel form (4) upper end and oblique weld; Described single side bracing (5) is arranged between steel form (4) and earth anchor (7), and left parallel is welded on steel form (4); It is inner that described crab-bolt (6) embeds concrete guide wall, single side bracing (5) is close-coupled at concrete guide wall (2) surface.
2. one according to claim 1 one-sided body of wall large steel moulding plate structure, is characterized in that: described steel form (4) panel adopts steel plate, and vertical rib adopts quiet channel-section steel and uses special template connector to carry out drawknot between adjacent forms.
3. one according to claim 1 one-sided body of wall large steel moulding plate structure, is characterized in that: single side bracing (5) is connected with earth anchor (7) by described crab-bolt (6), and crab-bolt (6) is L shape structure.
CN201520049480.0U 2015-01-12 2015-01-12 A kind of one-sided body of wall large steel moulding plate structure Expired - Fee Related CN204418653U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520049480.0U CN204418653U (en) 2015-01-12 2015-01-12 A kind of one-sided body of wall large steel moulding plate structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520049480.0U CN204418653U (en) 2015-01-12 2015-01-12 A kind of one-sided body of wall large steel moulding plate structure

Publications (1)

Publication Number Publication Date
CN204418653U true CN204418653U (en) 2015-06-24

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520049480.0U Expired - Fee Related CN204418653U (en) 2015-01-12 2015-01-12 A kind of one-sided body of wall large steel moulding plate structure

Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108951840A (en) * 2018-08-08 2018-12-07 杭州江润科技有限公司 Based on setting bracket single side formwork basement arc external wall construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108951840A (en) * 2018-08-08 2018-12-07 杭州江润科技有限公司 Based on setting bracket single side formwork basement arc external wall construction method

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

Granted publication date: 20150624

Termination date: 20180112