CN208721356U - A kind of structure load wall load positioning mold - Google Patents

A kind of structure load wall load positioning mold Download PDF

Info

Publication number
CN208721356U
CN208721356U CN201821370859.1U CN201821370859U CN208721356U CN 208721356 U CN208721356 U CN 208721356U CN 201821370859 U CN201821370859 U CN 201821370859U CN 208721356 U CN208721356 U CN 208721356U
Authority
CN
China
Prior art keywords
screw rod
plate
guide hole
positioning mold
rod guide
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
CN201821370859.1U
Other languages
Chinese (zh)
Inventor
郭可
杨东
黄普
宋海燕
任凯
杨显锋
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.)
Chongqing Construction Eighth Construction Co Ltd
Original Assignee
Chongqing Construction Eighth Construction 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 Chongqing Construction Eighth Construction Co Ltd filed Critical Chongqing Construction Eighth Construction Co Ltd
Priority to CN201821370859.1U priority Critical patent/CN208721356U/en
Application granted granted Critical
Publication of CN208721356U publication Critical patent/CN208721356U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The utility model discloses a kind of structure load wall load positioning molds, including counter force wall floor and the sectional shelf-unit being removably mounted on counter force wall floor, the sectional shelf-unit side is fixedly installed with template, multiple wooden cakes are fixedly installed in the template, a screw rod guide hole component is inlaid on each wood cake, multiple screw rod guide hole components are fixedly connected by angle steel with sectional shelf-unit, and one end far from wood cake on multiple screw rod guide hole components is snapped with installation positioning mold.Beneficial effect is: a kind of structure load wall described in the utility model can be realized guarantee load wall screw rod guide hole component construction and installation precision with higher with load positioning mold, to guarantee its construction quality, avoid the occurrence of phenomenon of doing over again, construction procedure is simple, difficulty reduces, therefore cost is also accordingly reduced, and practicability is good.

Description

A kind of structure load wall load positioning mold
Technical field
The utility model relates to structures to load wall construction field, and in particular to a kind of structure load wall load positioning mould Tool.
Background technique
Load wall and counter-force ground be Experimental Base structural experiment building carry out a variety of materials, component and structural system intend it is quiet The critical facility of power or pseudo.For guarantee test measuring accuracy, laboratory positions its own deformation, installation of embedded parts Precision proposes strict demand.Therefore high to construction quality, built-in fitting positioning accuracy request.
Domestic load wall screw rod guide hole component construction is mostly based on built-in fitting monomer scene positioning mounting process at present.Individually Newly-built structure laboratory load wall and Precasting Pedestal Construction, which also have, is combined into little module in factory's group using by several screw rod guide hole components Field erected construction method is carried out again.However there are still screw rod guide hole components to show in actual use for above-mentioned construction method Construction and installation precision is unable to satisfy design requirement, is easy to appear phenomenon of doing over again, and construction quality and construction efficiency are lower, the duration compared with It is long, higher cost, and also difficulty of construction is big, the not high problem of construction quality.
Utility model content
The purpose of this utility model is that solve the above-mentioned problems and provides a kind of structure load wall load positioning Mold, lower with the load wall screw rod guide hole component construction and installation precision for solving traditional in the prior art, construction quality is not high, holds Easily there is phenomenon of doing over again, the problems such as difficulty of construction is big.Preferred technical solution in many technical solutions provided by the utility model It can be realized guarantee load wall screw rod guide hole component construction and installation precision with higher to avoid to guarantee its construction quality Appearance is done over again phenomenon, and difficulty of construction technical effects, the elaboration as detailed below such as substantially reduces compared to traditional construction method.
To achieve the above object, the utility model provides following technical scheme:
A kind of structure load wall load positioning mold provided by the utility model, including counter force wall floor and detachable peace Sectional shelf-unit on counter force wall floor, the sectional shelf-unit side are fixedly installed with template, are fixedly mounted in the template There are multiple wooden cakes, be inlaid with a screw rod guide hole component on each wood cake, multiple screw rod guide hole components are propped up by angle steel with combining Frame is fixedly connected, and one end far from wood cake on multiple screw rod guide hole components is snapped with installation positioning mold, the installation positioning mould Loading hole is provided on tool, the loading hole is plugged with limit plug, and described limit plug one end passes through loading hole and is inserted into seamless steel pipe It is interior.
As the significant design of this case, the screw rod guide hole component includes seamless steel pipe and is fixedly mounted on the seamless steel pipe The end steel plate at both ends is symmetrically welded with a pair of of reinforcing bar by symmetrical centre of seamless steel pipe on the same side of every end steel plate Hanging rod.
As the optimization design of this case, the end steel plate and seamless steel pipe carry out welding company by welding forming mould It connects, after the completion of welding, is corrected by Correction Die, be fixedly installed to template by installation positioning mold after correction On.
As the optimization design of this case, the welding forming mould includes connecting bottom board and is fixedly mounted on connecting bottom board two The baffle that a pair at end is parallel to each other, each baffle side are provided with extruding that is parallel with baffle and being fixedly connected with connecting bottom board Plate forms the locating slot for accommodating end steel plate between the stripper plate and baffle, the stripper plate upper surface is offered for placing The placing groove of seamless steel pipe is equipped with multiple elastic screw rods, and one end and end of the elastic screw rod on the stripper plate and baffle Head steel plate is in contact, and end steel plate is pressed abd fixed in locating slot by rotating elastic screw rod.
As the optimization design of this case, the Correction Die includes the correction column being plugged in seamless steel pipe and correction column Correcting plate that bottom is fixedly connected and the school pedestal for being fixedly mounted on correcting plate lower end, wherein correcting plate upper surface and end steel plate Lower surface fits closely.
As the optimization design of this case, the limit plug is composed of a fixed connection by two different cylindrical bodies of diameter, The diameter of the middle lesser cylindrical body of diameter is equal with the aperture of loading hole, and equal with the internal diameter of seamless steel pipe.
Beneficial effect is: a kind of structure load wall described in the utility model can be realized guarantee with load positioning mold It loads wall screw rod guide hole component construction and installation precision with higher and avoids the occurrence of phenomenon of doing over again to guarantee its construction quality, Construction procedure is simple, and difficulty reduces, therefore cost is also accordingly reduced, and practicability is good.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the screw rod guide hole component scheme of installation of the utility model;
Fig. 2 is the structural schematic diagram of the template of the utility model;
Fig. 3 is the structural schematic diagram of the wooden cake of the utility model;
Fig. 4 is the structural schematic diagram of the installation positioning mold of the utility model;
Fig. 5 is the structural schematic diagram of the limit plug of the utility model;
Fig. 6 is the main view of the welding forming mould of the utility model;
Fig. 7 is the welding forming mould top view of the utility model;
Fig. 8 is the cross-sectional view of Fig. 6 of the utility model;
Fig. 9 is the structural schematic diagram of the Correction Die of the utility model;
Figure 10 is the main view of the screw rod guide hole component of the utility model;
Figure 11 is the left view of the screw rod guide hole component of the utility model;
Figure 12 is the cross-sectional view of Figure 10 of the utility model.
The reference numerals are as follows:
1, connecting bottom board;2, baffle;3, stripper plate;4, locating slot;5, end steel plate;6, seamless steel pipe;7, reinforcing bar hanging rod; 8, elastic screw rod;9, placing groove;10, column is corrected;11, correcting plate;12, school pedestal;13, sectional shelf-unit;14, counter force wall floor; 15, template;16, screw rod guide hole component;17, positioning mold is installed;18, angle steel;19, the wooden cake;20, loading hole;21, limit plug.
Specific embodiment
To keep the purpose of this utility model, technical solution and advantage clearer, below by the technology to the utility model Scheme is described in detail.Obviously, the described embodiments are only a part of the embodiments of the utility model, rather than all Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are not before making creative work Obtained all other embodiment is put, the range that the utility model is protected is belonged to.
Referring to shown in Fig. 1-Figure 12, a kind of structure load wall load positioning mold provided by the utility model, including it is anti- Power wall floor 14 and the sectional shelf-unit 13 being removably mounted on counter force wall floor 14, sectional shelf-unit 13 is for installing fixed form 15,13 side of sectional shelf-unit is fixedly installed with template 15, and template 15 for installing standing screw guide hole component 16, lead by only screw rod Concrete could be poured to the region between multiple screw rod guide hole components 16 after aperture member 16 is fixed to be formed by template 15 Structure loads wall, just can guarantee 16 non-displacement deviation of screw rod guide hole component during casting concrete in this way, consolidates in template 15 Equipped with multiple wooden cakes 19, the wooden cake 19, which facilitates, is installed to screw rod guide hole component 16 in template 15 for Dingan County, bushing on each wood cake 19 There is a screw rod guide hole component 16, multiple screw rod guide hole components 16 are fixedly connected with sectional shelf-unit 13 by angle steel 18, are set in this way Meter, is further ensured that 16 non-displacement deviation of screw rod guide hole component during casting concrete, to guarantee screw rod guide hole component 16 construction and installation precision with higher, construction quality are high, avoid the occurrence of phenomenon of doing over again, separate on multiple screw rod guide hole components 16 One end of the wooden cake 19 is snapped with installation positioning mold 17, and installation positioning mold 17 is smooth for adjusting multiple screw rod guide hole components 16 Degree guarantees the construction and installation precision with higher of screw rod guide hole component 16, installs and is provided with loading hole 20 on positioning mold 17, adds It carries hole 20 and is plugged with limit plug 21,21 one end of limit plug passes through loading hole 20 and is inserted into seamless steel pipe 6, and limit plug 21 passes through load Hole 20 be inserted into seamless steel pipe 6 in determine screw rod guide hole component 16 concentricity, be further ensured that screw rod guide hole component 16 have compared with High construction and installation precision.
As optional embodiment, screw rod guide hole component 16 includes seamless steel pipe 6 and is fixedly mounted on the seamless steel pipe 6 The end steel plate 5 at both ends with seamless steel pipe 6 is that symmetrical centre is symmetrically welded with a pair on the same side of every end steel plate 5 Reinforcing bar hanging rod 7.
End steel plate 5 and seamless steel pipe 6 are welded to connect by welding forming mould, after the completion of welding, pass through correction Mold is corrected, and is fixedly installed in template 15 after correction by installation positioning mold 17, is designed in this way, compared to tradition Construction method, not only construction procedure is simplified, difficulty of construction reduce, and can guarantee screw rod guide hole component 16 have compared with High construction and installation precision, practicability are good.
Welding forming mould includes connecting bottom board 1 and is fixedly mounted on the gear that a pair at 1 both ends of connecting bottom board is parallel to each other Plate 2, each 2 side of baffle are provided with stripper plate 3 that is parallel with baffle 2 and being fixedly connected with connecting bottom board 1, the stripper plate 3 with The locating slot 4 for accommodating end steel plate 5 is formed between baffle 2,3 upper surface of stripper plate is offered for placing putting for seamless steel pipe 6 Slot 9 is set, multiple elastic screw rods 8 are installed, and one end of the elastic screw rod 8 connects with end steel plate 5 on stripper plate 3 and baffle 2 End steel plate 5, is pressed abd fixed in locating slot 4 by touching by rotating elastic screw rod 8, guarantees to make by the welding forming mould 16 mass of screw rod guide hole component out is high, deforms in welding process smaller.
Correction Die include the correction column 10 being plugged in seamless steel pipe 6, with the correction correction that is fixedly connected of 10 bottom of column Plate 11 and the school pedestal 12 for being fixedly mounted on 11 lower end of correcting plate, wherein 11 upper surface of correcting plate and 5 lower surface of end steel plate are tight Closely connected conjunction designs in this way, is further ensured that each screw rod guide hole component 16 used in work progress is qualified product.
Limit plug 21 is composed of a fixed connection by two different cylindrical bodies of diameter, and wherein the lesser cylindrical body of diameter is straight Diameter is equal with the aperture of loading hole 20, and equal with the internal diameter of seamless steel pipe 6, designs in this way, and limit plug 21 could be inserted into nothing It stitches and detects its concentricity in steel pipe 6.
Above description is only a specific implementation of the present invention, but the protection scope of the utility model is not limited to In this, anyone skilled in the art within the technical scope disclosed by the utility model, can readily occur in variation Or replacement, it should be covered within the scope of the utility model.Therefore, the protection scope of the utility model should be with the power Subject to the protection scope that benefit requires.

Claims (6)

1. a kind of structure load wall load positioning mold, including counter force wall floor (14) and it is removably mounted at counter force wall floor (14) sectional shelf-unit (13) on, it is characterised in that: sectional shelf-unit (13) side is fixedly installed with template (15), the mould It is fixedly installed with multiple wooden cakes (19) on plate (15), is inlaid with a screw rod guide hole component (16) on each wood cake (19), it is multiple Screw rod guide hole component (16) is fixedly connected by angle steel (18) with sectional shelf-unit (13), separate on multiple screw rod guide hole components (16) One end of the wooden cake (19) is snapped with installation positioning mold (17), is provided with loading hole (20) on the installation positioning mold (17), The loading hole (20) is plugged with limit plug (21), and described limit plug (21) one end passes through loading hole (20) and is inserted into seamless steel pipe (6) in.
2. a kind of structure load wall load positioning mold according to claim 1, it is characterised in that: the screw rod guide hole Component (16) includes seamless steel pipe (6) and the end steel plate (5) for being fixedly mounted on seamless steel pipe (6) both ends, every end steel A pair of of reinforcing bar hanging rod (7) is symmetrically welded with for symmetrical centre on the same side of plate (5) with seamless steel pipe (6).
3. a kind of structure load wall load positioning mold according to claim 2, it is characterised in that: the end steel plate (5) it is welded to connect with seamless steel pipe (6) by welding forming mould, after the completion of welding, is corrected by Correction Die, It is fixedly installed on template (15) after correction by installation positioning mold (17).
4. a kind of structure load wall load positioning mold according to claim 3, it is characterised in that: the welding fabrication Mold includes connecting bottom board (1) and is fixedly mounted on the baffle (2) that a pair at connecting bottom board (1) both ends is parallel to each other, each gear Plate (2) side is provided with stripper plate (3) that is parallel with baffle (2) and being fixedly connected with connecting bottom board (1), the stripper plate (3) with The locating slot (4) for accommodating end steel plate (5) is formed between baffle (2), stripper plate (3) upper surface is offered for placing nothing The placing groove (9) of steel pipe (6) is stitched, multiple elastic screw rods (8), and the elastic spiral shell are installed on the stripper plate (3) and baffle (2) One end of bar (8) is in contact with end steel plate (5), and end steel plate (5) is pressed abd fixed on positioning by rotating elastic screw rod (8) In slot (4).
5. a kind of structure load wall load positioning mold according to claim 4, it is characterised in that: the Correction Die Including the correction column (10) being plugged in seamless steel pipe (6), the correcting plate (11) being fixedly connected with correction column (10) bottom and consolidate Dingan County is mounted in the school pedestal (12) of correcting plate (11) lower end, and wherein correcting plate (11) upper surface and end steel plate (5) lower surface are tight Closely connected conjunction.
6. a kind of structure load wall load positioning mold according to claim 1, it is characterised in that: the limit plug (21) it is composed of a fixed connection by two different cylindrical bodies of diameter, wherein the diameter and loading hole of the lesser cylindrical body of diameter (20) aperture is equal, and equal with the internal diameter of seamless steel pipe (6).
CN201821370859.1U 2018-08-24 2018-08-24 A kind of structure load wall load positioning mold Expired - Fee Related CN208721356U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821370859.1U CN208721356U (en) 2018-08-24 2018-08-24 A kind of structure load wall load positioning mold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821370859.1U CN208721356U (en) 2018-08-24 2018-08-24 A kind of structure load wall load positioning mold

Publications (1)

Publication Number Publication Date
CN208721356U true CN208721356U (en) 2019-04-09

Family

ID=65979295

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821370859.1U Expired - Fee Related CN208721356U (en) 2018-08-24 2018-08-24 A kind of structure load wall load positioning mold

Country Status (1)

Country Link
CN (1) CN208721356U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109060280A (en) * 2018-08-24 2018-12-21 重庆建工第八建设有限责任公司 A kind of structure load wall load positioning mold and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109060280A (en) * 2018-08-24 2018-12-21 重庆建工第八建设有限责任公司 A kind of structure load wall load positioning mold and its construction method

Similar Documents

Publication Publication Date Title
CN208721356U (en) A kind of structure load wall load positioning mold
CN101538858B (en) Method and device for jointing reinforcement and vibration readjustment construction of pre-embedded bolt
CN209686867U (en) A kind of building column pouring bracing means
CN208197159U (en) The prefabricated exposed Large-size rebar positioning inhibiting device of component
CN207959936U (en) Beam column mould structure part
CN103770215A (en) Installing and position adjusting method for pipe joint end steel shell
CN109060280A (en) A kind of structure load wall load positioning mold and its construction method
CN209231064U (en) A kind of Simple detachable concrete test die
CN209509563U (en) A kind of form for construction engineering support device
CN209637163U (en) A kind of out-hung panel keel of assembled architecture
CN209261222U (en) It is a kind of to splice the building template for securely and being easy to unbutton
CN207026816U (en) A kind of treadmill column support bond pads frock
CN207727982U (en) A kind of building wall corner Constructional Col-umn Construction template
CN218398658U (en) Prefabricated wall body line box deviation control ware
CN220184620U (en) Template system for wet joint pouring of laminated slab
CN205444881U (en) A braced frame for concrete plastic formwork
CN208725184U (en) A kind of steel plate connection pedestal
CN209887855U (en) Culvert apron reinforcement fetal membrane
CN220122421U (en) Built-in distribution box shell inner supporting piece
CN109910150A (en) A kind of doubles beam column composable mold
CN216865714U (en) Regularization device for controlling positive and negative angle square and its regularization construction structure
CN211473431U (en) Floor plate concrete elevation control frame
CN217072760U (en) Exposed reinforcing steel bar bearing and fixing structure for construction of combined wallboard flat method
CN210421919U (en) Fixed leveling device for hole template
CN219672148U (en) Outer wall guide wall hanging die support and protective layer control device

Legal Events

Date Code Title Description
GR01 Patent grant
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: 20190409

Termination date: 20190824