CN204001711U - A kind of concrete column template of building a wall - Google Patents

A kind of concrete column template of building a wall Download PDF

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Publication number
CN204001711U
CN204001711U CN201420417650.1U CN201420417650U CN204001711U CN 204001711 U CN204001711 U CN 204001711U CN 201420417650 U CN201420417650 U CN 201420417650U CN 204001711 U CN204001711 U CN 204001711U
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CN
China
Prior art keywords
panel
wall
building
concrete
indent
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
CN201420417650.1U
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Chinese (zh)
Inventor
张佳盛
严柳青
庄泽浩
华健
李楠
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.)
China Construction Fourth Bureau Third Construction Engineering Co Ltd
Original Assignee
China Construction Fourth Bureau Third Construction Engineering Co Ltd
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Priority to CN201420417650.1U priority Critical patent/CN204001711U/en
Application granted granted Critical
Publication of CN204001711U publication Critical patent/CN204001711U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of concrete column template of building a wall, comprise the panel that aluminum alloy mould plate is made, at back side of panel, floor is anyhow set, on panel, be provided with pulling eye, through-wall bolt is through pulling eye is realized to counter plate to drawing, at back side of panel top, be provided with operating platform, at back side of panel, be provided with adjustment strip, in panel bottom, be provided with thickening backing plate, the utility model can be realized at concrete wall column both sides rapid shaping indent, and to reach the object of saving the amount of plastering, and the utility model is simple in structure, easy to make, practical.

Description

A kind of concrete column template of building a wall
Technical field
The utility model relates to a kind of concrete column template of building a wall, and belongs to building engineering shuttering technical field.
Background technology
Current, China, in urbanization fast development process, also improves gradually to the demand of highrise building.High-rise and super highrise building is all to take steel concrete as main body, construction formwork be absolutely necessary construction material and important facility, wherein aluminum alloy building template the most significantly, be aluminum alloy pattern plate technology, be characterized in lightweight, the number of turnover is high, supporting capacity is high, applied range, easy construction, recovery value are high.Adopting aluminum alloy pattern plate technology is to meet China's " with steel for wood " and ten new technology > > policies of < < builing industry, meeting low-carbon energy-saving reduces discharging and green construction technology, the progress of China's mould plate technique be will promote, form work engineeringization and the gap that is conducive to shorten China and external mould plate technique promoted.
Utility model content
The purpose of this utility model is: the purpose of this utility model is, a kind of concrete column template of building a wall is provided, and this formwork structure can be realized at concrete wall column both sides rapid shaping indent, to reach the object of saving the amount of plastering, to overcome the deficiencies in the prior art.
The technical solution of the utility model
A kind of concrete column template of building a wall, comprise the panel that aluminum alloy mould plate is made, at back side of panel, floor is anyhow set, on panel, be provided with pulling eye, through-wall bolt is through pulling eye is realized to counter plate to drawing, at back side of panel top, be provided with operating platform, at back side of panel, be provided with adjustment strip, in panel bottom, be provided with thickening backing plate.
Aforesaid concrete is built a wall in column template, and described operating platform consists of walk panel and bracing frame, bracing frame and panel form right angle three-legged structure, wherein bracing frame cross bar vertical with panel fixing, walking panel is arranged on cross bar.
Aforesaid concrete is built a wall in column template, and this adjusts strip and panel forms three-legged structure, and these two connecting rods adjusting strip are connected with bottom with back side of panel middle part respectively, in the junction of two connecting rods, are provided with adjustment bolt.
Aforesaid concrete is built a wall in column template, aligns with panel base in described thickening backing plate base, between thickening backing plate and panel, is provided with chamfering.
Aforesaid concrete is built a wall in column template, and the thickness of described thickening backing plate is 8~15mm, and width is 80~150mm, and this thickening backing plate length is consistent with panel length.
Owing to having adopted technique scheme, compared with prior art, the utility model by arranging thickening backing plate on panel, realization is forming indent with the one or both sides, concrete wall position of building wall connecting, the construction body of building a wall after concrete wall meets design strength, this build a wall body thickness with have the concrete wall segment thickness of indent consistent, then the indent of build a wall body and concrete wall is partly plastered, the thickness of body of making to build a wall is consistent with concrete wall, when making indent, employing arranges in form surfacing bottom the backing plate that appearance and size is consistent with indent, convenient and simple quick, this construction method is guaranteeing under the intensity of body of wall, can greatly reduce the amount of plastering, reduce cost of labor and material cost, the utility model construction technology is simple, easy to operate, with low cost, there is very strong practicality.
Accompanying drawing explanation
Accompanying drawing 1 is the body structure front view of building a wall of the concrete in the utility model;
Accompanying drawing 2 is the build a wall sectional view of body structure of concrete when concrete wall column only has a side to be provided with indent;
Accompanying drawing 3 is the build a wall sectional view of body structure of concrete when concrete wall column both sides side is provided with indent;
Accompanying drawing 4 is the utility model structural representation when concrete wall column only has a side to be provided with indent;
Accompanying drawing 5 is the utility model structural representation while being provided with indent in a concrete wall column both sides.
Being labeled as in accompanying drawing: 1-concrete wall, 2-build a wall, and floor, 7-through-wall bolt, 8-operating platform ,-9-adjust strip, 10-thickening backing plate, 11-walking panel, 12-bracing frame, 13-cross bar, 14-connecting rod, 15-adjustment bolt, 16-chamfering, the a-indent degree of depth, b-indent width, c-thickening pad plate thickness, d-thickening backing plate width anyhow for body, 3-indent, 4-floated coat, 5-panel, 6-.
The specific embodiment
Below in conjunction with accompanying drawing, the present invention is further described in detail, but not as any limitation of the invention.
The utility model embodiment mono-: the build a wall construction method of body of a kind of concrete, adopt Alminum Project wall column formwork to build concrete wall, and forming indent with the one or both sides, concrete wall position of building wall connecting, the construction body of building a wall after concrete wall meets design strength, indent to build a wall body and concrete wall is partly plastered, the thickness of body of making to build a wall is consistent with concrete wall, wherein the degree of depth a of this indent is 8~15mm, width b is 80~150mm, on the panel of Alminum Project wall column formwork, be provided with the backing plate consistent with indent shape, backing plate is positioned at panel bottom.
Specific implementation process:
Step 1, concrete wall construction;
Alminum Project wall column formwork is fixed on to concrete wall reinforcing cage both sides, by adjusting bolt, adjust panel verticality, complete between panel after spacing and verticality, by through-wall bolt, realize panel to coming, operator realizes concrete wall pouring construction on operating platform, after meeting design requirement, band concrete strength dismantles template, form the concrete wall with indent, according to on-site actual situations or owner's requirement, when concrete is built a wall body integral thickness during lower than 100mm, only need be provided with indent in concrete wall one side, in plastering process, indent one side concrete wall column is not set need to plaster with the post of building a wall simultaneously, when the body integral thickness of building a wall when concrete is greater than 100mm, can indent be set simultaneously in concrete wall both sides.
Step 2, the body construction of building a wall;
By the prior art construction body of building a wall, the consistency of thickness of this build a wall body and concrete wall with indent.
Step 3, plaster;
Build a wall body and indent are plastered, and its thickness of plastering is with thickness and the concrete wall consistency of thickness of the body of building a wall, and the depth of plastering degree of depth that is indent.
According to the constructed a kind of concrete of the said method body structure of building a wall, as shown in attached Fig. 1 and 2, comprise concrete wall 1, in concrete wall 1 part one side being connected with the body 2 of building a wall, be provided with indent 3, the body 2 of building a wall is connected with concrete wall 1, on build a wall body 2 and indent 3, floated coat 4 is set, and the degree of depth a of the indent 3 wherein told is 8~15mm, width b is 80~150mm, and these floated coat 4 thickness are consistent with indent degree of depth a.
The required a kind of concrete of the above-mentioned construction method column template of building a wall, as shown in Figure 4, comprise the panel 5 that aluminum alloy mould plate is made, at panel 5 back sides, floor 6 is anyhow set, on panel 5, be provided with pulling eye, through-wall bolt 7 draws through pulling eye is realized to 5 pairs of counter plates, it is characterized in that: at panel 5 tops, the back side, be provided with operating platform 8, at panel 5 back sides, be provided with and adjust strip 9, panel 5 bottoms are provided with thickening backing plate 10 therein.
The utility model embodiment bis-: the build a wall construction method of body of a kind of concrete, adopt Alminum Project wall column formwork to build concrete wall, and forming indent with the one or both sides, concrete wall position of building wall connecting, the construction body of building a wall after concrete wall meets design strength, indent to build a wall body and concrete wall is partly plastered, the thickness of body of making to build a wall is consistent with concrete wall, wherein the degree of depth a of this indent is 8~15mm, width b is 80~150mm, on the panel of Alminum Project wall column formwork, be provided with the backing plate consistent with indent shape, backing plate is positioned at panel bottom.Specific implementation process:
Step 1, concrete wall construction;
Alminum Project wall column formwork is fixed on to concrete wall reinforcing cage both sides, by adjusting bolt, adjust panel verticality, complete between panel after spacing and verticality, by through-wall bolt, realize panel to coming, operator realizes concrete wall pouring construction on operating platform, after meeting design requirement, band concrete strength dismantles template, form the concrete wall with indent, according to on-site actual situations or owner's requirement, when concrete is built a wall body integral thickness during lower than 100mm, only need be provided with indent in concrete wall one side, in plastering process, indent one side concrete wall column is not set need to plaster with the post of building a wall simultaneously, when the body integral thickness of building a wall when concrete is greater than 100mm, can indent be set simultaneously in concrete wall both sides.
Wherein said operating platform 8 consists of walking panel 11 and bracing frame 12, bracing frame 12 and panel form right angle three-legged structure, wherein bracing frame cross bar 13 vertical with panel 5 fixing, walking panel 11 is arranged on cross bar 13, this operating platform 8 can be realized builder's safety, carrying out fast concrete builds, this is adjusted strip 9 and forms three-legged structure with panel, these two connecting rods 14 adjusting strip 9 are connected with bottom with panel 5 middle parts, the back side respectively, in the junction of two connecting rods 14, be provided with and adjust bolt 15, this adjustment strip 9 can easily realize the verticality adjustment of counter plate 5, align with panel 5 bases in described thickening backing plate 10 bases, thickening backing plate 10 and 5 of panels are provided with chamfering 16, by chamfering 16 is set, facilitate the form removal of template, the thickness c of described thickening backing plate 10 is 8~15mm, width d is 80~150mm, this thickening backing plate length is consistent with panel length.
Step 2, the body construction of building a wall;
By the prior art construction body of building a wall, the consistency of thickness of this build a wall body and concrete wall with indent.
Step 3, plaster;
Build a wall body and indent are plastered, and its thickness of plastering is with thickness and the concrete wall consistency of thickness of the body of building a wall, and the depth of plastering degree of depth that is indent.
Specific implementation process:
Step 1, concrete wall construction;
Alminum Project wall column formwork is fixed on to concrete wall reinforcing cage both sides, by adjusting bolt, adjust panel verticality, complete between panel after spacing and verticality, by through-wall bolt, realize panel to coming, operator realizes concrete wall pouring construction on operating platform, after meeting design requirement, band concrete strength dismantles template, form the concrete wall with indent, according to on-site actual situations or owner's requirement, when concrete is built a wall body integral thickness during lower than 100mm, only need be provided with indent in concrete wall one side, in plastering process, indent one side concrete wall column is not set need to plaster with the post of building a wall simultaneously, when the body integral thickness of building a wall when concrete is greater than 100mm, can indent be set simultaneously in concrete wall both sides.
Step 2, the body construction of building a wall;
By the prior art construction body of building a wall, the consistency of thickness of this build a wall body and concrete wall with indent.
Step 3, plaster;
Build a wall body and indent are plastered, and its thickness of plastering is with thickness and the concrete wall consistency of thickness of the body of building a wall, and the depth of plastering degree of depth that is indent.
According to the constructed a kind of concrete of the said method body structure of building a wall, as shown in accompanying drawing 1 and 3, comprise concrete wall 1, in the concrete wall 1 part both sides that are connected with the body 2 of building a wall, be provided with indent 3, the body 2 of building a wall is connected with concrete wall 1, on build a wall body 2 and indent 3, floated coat 4 is set, and the degree of depth a of the indent 3 wherein told is 8~15mm, width b is 80~150mm, and these floated coat 4 thickness are consistent with indent degree of depth a.
The required a kind of concrete of the above-mentioned construction method column template of building a wall, as shown in Figure 5, comprise the panel 5 that aluminum alloy mould plate is made, at panel 5 back sides, floor 6 is anyhow set, on panel 5, be provided with pulling eye, through-wall bolt 7 draws through pulling eye is realized to 5 pairs of counter plates, it is characterized in that: at panel 5 tops, the back side, be provided with operating platform 8, at panel 5 back sides, be provided with and adjust strip 9, two panel 5 bottoms are provided with thickening backing plate 10 therein.
wherein said operating platform 8 consists of walking panel 11 and bracing frame 12, bracing frame 12 and panel form right angle three-legged structure, wherein bracing frame cross bar 13 vertical with panel 5 fixing, walking panel 11 is arranged on cross bar 13, this operating platform 8 can be realized builder's safety, carrying out fast concrete builds, this is adjusted strip 9 and forms three-legged structure with panel, these two connecting rods 14 adjusting strip 9 are connected with bottom with panel 5 middle parts, the back side respectively, in the junction of two connecting rods 14, be provided with and adjust bolt 15, this adjustment strip 9 can easily realize the verticality adjustment of counter plate 5, align with panel 5 bases in described thickening backing plate 10 bases, thickening backing plate 10 and 5 of panels are provided with chamfering 16, by chamfering 16 is set, facilitate the form removal of template, the thickness c of described thickening backing plate 10 is 8~15mm, width d is 80~150mm, this thickening backing plate length is consistent with panel length.

Claims (5)

1. the concrete column template of building a wall, comprise the panel (5) that aluminum alloy mould plate is made, at panel (5) back side, floor (6) is anyhow set, on panel (5), be provided with pulling eye, through-wall bolt (7) is through pulling eye is realized to counter plate (5) to drawing, it is characterized in that: at panel (5) top, the back side, be provided with operating platform (8), at panel (5) back side, be provided with and adjust strip (9), in panel (5) bottom, be provided with thickening backing plate (10).
2. the concrete according to claim 1 column template of building a wall, it is characterized in that: described operating platform (8) consists of walking panel (11) and bracing frame (12), bracing frame (12) and panel form right angle three-legged structure, wherein bracing frame cross bar (13) vertical with panel (5) fixing, walking panel (11) is arranged on cross bar (13).
3. the concrete according to claim 1 column template of building a wall, it is characterized in that: this adjustment strip (9) forms three-legged structure with panel, these two connecting rods (14) of adjusting strip (9) are connected with bottom with middle part, panel (5) back side respectively, be provided with adjust bolt (15) in the junction of two connecting rods (14).
4. the concrete according to claim 1 column template of building a wall, is characterized in that: align with panel (5) base in described thickening backing plate (10) base, between thickening backing plate (10) and panel (5), is provided with chamfering (16).
5. the concrete according to claim 1 column template of building a wall, is characterized in that: the thickness (c) of described thickening backing plate (10) is 8~15mm, and width (d) is 80~150mm, and this thickening backing plate () length is consistent with panel length.
CN201420417650.1U 2014-07-28 2014-07-28 A kind of concrete column template of building a wall Expired - Fee Related CN204001711U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420417650.1U CN204001711U (en) 2014-07-28 2014-07-28 A kind of concrete column template of building a wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420417650.1U CN204001711U (en) 2014-07-28 2014-07-28 A kind of concrete column template of building a wall

Publications (1)

Publication Number Publication Date
CN204001711U true CN204001711U (en) 2014-12-10

Family

ID=52041734

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420417650.1U Expired - Fee Related CN204001711U (en) 2014-07-28 2014-07-28 A kind of concrete column template of building a wall

Country Status (1)

Country Link
CN (1) CN204001711U (en)

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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

Granted publication date: 20141210

Termination date: 20200728

CF01 Termination of patent right due to non-payment of annual fee