CN204492159U - A kind of for concrete wall seam areas formwork seal bracing means - Google Patents
A kind of for concrete wall seam areas formwork seal bracing means Download PDFInfo
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- CN204492159U CN204492159U CN201420859720.9U CN201420859720U CN204492159U CN 204492159 U CN204492159 U CN 204492159U CN 201420859720 U CN201420859720 U CN 201420859720U CN 204492159 U CN204492159 U CN 204492159U
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Abstract
The utility model discloses a kind of for concrete wall seam areas formwork seal bracing means, at concrete wall, plate level seam crossing, elongated weather strip is pasted with along plate top-side, upper wall outboard template is lengthened downwards and is attached to the concrete slab and lower wall lateral surface that lower floor constructed, a row PVC sleeve pipe is embedded with in the concrete of lower floor's wall top, be provided with standing screw in sleeve pipe, screw rod tail end fourth is welded with bar dowel, is supported on inside concrete wall; The outside of template lumps of wood back cord and the absolute altitude place being positioned at standing screw is provided with upper and lower two supporting steel pipes; The front end of standing screw is through the supporting steel pipe using mountain type card and nut locking absolute altitude place after form surfacing.This device greatly strengthen rigidity and the sealing performance of template, effectively overcome the common quality defects such as template spillage, swollen mould, concrete " rotten ", honeycomb, dew muscle, faulting of slab ends, ensure seam areas concrete compaction and surfacing, and there is the advantages such as structure is simple, easy to use and reusable.
Description
Technical field
The utility model creates a kind of model sheetinstallat mortar leakage prevention technology relating to and adopting in the construction of building engineering cast-in-place concrete wall.
Background technology
In the construction of house cast-in-place structural, the problem of the places such as concrete exterior wall, staircase, elevator shaft logical wall horizontal joint position template spillage, swollen mould Shi Ling unit in charge of construction headache always up and down.
The lengthening of template bottom, for successively upwards to construct, when generally installing Tong Qiang position, the place upper walls templates such as exterior wall, staircase, elevator shaft, is affixed on lower floor and has constructed on metope, to make upper and lower wall concrete in the smooth-going handing-over of seam crossing by house cast-in-place structural.But because template elongated portion support stiffness is inadequate, during concreting under lateral pressure effect, can not reach and combine closely between template and lower floor's metope, cement paste can flow out from template end opening gap.Stagnant in the extruding of closing in place cement grout owing to flowing, seam areas template can be caused outer swollen, form obvious faulting of slab ends in the junction of levels wall, and then exacerbate water slurry flows is leaked.Template spillage generally can produce an extension repeatedly pulp layer at batch position that connects of upper and lower wall, also can produce the problems such as concrete " rotten ", honeycomb, dew muscle when spillage is serious.The problems referred to above have become formidable common quality defect of a specified duration.
Concrete wall seam areas defect has a strong impact on structural concrete perception and inherent quality, except needing, at substantial is artificial, material carries out picking except cutter repairing, also can cause structure acceptance difficulty because the inherent quality defect situation of repaired oversite concrete cannot be judged, cause construction delay.
Along with the development of China's urban construction, high residential building is more and more general.Along with construction market intensified competition and demand idea change, to building products quality, comprise Structural Engineering quality requirement more and more stricter, high residential building generally adopts shear wall structure form, wherein concrete wall horizontal construction joint process, because it is related to the using function requirement such as structure stress safety and structure antiseepage, and have influence on concrete perception, and be especially taken seriously.In view of wall concrete joint quality problems are mainly because the swollen mould of template, spillage cause, root is that formwork rigidity is not enough and poorly sealed, and the key therefore eliminating problem crux resolves reinforcing and the sealing performance of wall form.
Utility model content
For prior art Problems existing, the utility model provides a kind of for concrete wall seam areas formwork seal bracing means, by wall seam areas template and lower floor's wall connecting are fixed and are arranged weather strip, greatly strengthen rigidity and the sealing performance of template, the common quality defect such as wall joint part concrete " rotten ", honeycomb, dew muscle, faulting of slab ends effectively overcoming template spillage, swollen mould and cause thus, ensures seam areas concrete compaction and surfacing.This device has the advantages such as structure is simple, easy to use and reusable.
The one that the utility model proposes is for concrete wall seam areas formwork seal bracing means, wherein, be furnished with wall on concrete from top to bottom, wall under concrete slab and concrete, wall horizontal joint place on concrete between wall and concrete slab, and be pasted with elongated weather strip along the side at concrete slab top, wall on described concrete, under concrete slab and concrete wall lateral surface on be coated with form surfacing, the bottom of described form surfacing is positioned at below wall horizontal joint, on the lateral surface of described form surfacing, interval is furnished with multiple row template lumps of wood back cord, described concrete is embedded with a row PVC sleeve pipe under wall and concrete within the walls respectively, described PVC sleeve pipe is positioned at the gap location of template lumps of wood back cord, standing screw is provided with in described PVC sleeve pipe, the inner side of wall on the outside of described template lumps of wood back cord and concrete, and the absolute altitude place being positioned at standing screw is provided with upper and lower two supporting steel pipes, the front end of described standing screw is through two supporting steel pipes using mountain type card and nut locking absolute altitude place after form surfacing, be positioned at the two piece supporting steel pipes of tail end through the absolute altitude place that locks with mountain type card and nut after wall on concrete of the described standing screw on concrete on wall, the tail end fourth being positioned at the described standing screw under concrete on wall is welded with bar dowel, after standing screw is installed, described bar dowel to be supported under concrete side within the walls.
Compared with prior art, the beneficial effects of the utility model are:
Of the present utility model for concrete wall seam areas formwork seal bracing means, solve through concrete wall surface seam areas template to fix and sealing problem, the common quality defect such as wall joint part concrete " rotten ", honeycomb, dew muscle, faulting of slab ends effectively overcoming template spillage, swollen mould and cause thus, ensure that Structural Engineering quality, avoid the later stage pick cutter repair, save a large amount of artificial, material, and ensure that the duration; This apparatus structure is simple, facility of drawing materials, processing, easy to use, recyclable turnover use, standing screw also can simultaneously as the rest of upper mould, save other supporting measures, and utilize formwork screw hole on lower floor's wall (PVC sleeve pipe) that the standing screw of upper strata wall form is installed, do not need other apertured, save artificial, material input in a large number, reduce construction cost, economic benefit and social benefit fairly obvious.
Accompanying drawing explanation
Fig. 1 is concrete wall connecting sewing position template sealing and reinforcing device installation site lateral view;
Fig. 2 is that concrete wall connecting sewing position template sealing and reinforcing device installs A-A sectional drawing;
Fig. 3 concrete wall connecting sewing position template sealing and reinforcing device installation site elevation.
In figure:
Wall 2-concrete slab under wall 1a-concrete on 1-concrete
3-wall horizontal joint 4-weather strip 5-form surfacing
6-template lumps of wood back cord 7-PVC sleeve pipe 8-standing screw
9-supporting steel pipe 10-mountain type card 11-nut
12-bar dowel
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, technical solutions of the utility model are described in further detail.
The utility model one is used for concrete wall seam areas formwork seal bracing means, as shown in Figure 1, Figure 2 and Figure 3, wherein, be furnished with wall 1a under wall 1 on concrete, concrete slab 2 and concrete from top to bottom, wall horizontal joint 3 place on concrete between wall 1 and concrete slab 2, and be pasted with elongated weather strip 4 along the side at concrete slab 2 top.
Wall 1 on described concrete, under concrete slab 2 and concrete wall 1a lateral surface on be coated with form surfacing 5, the bottom of described form surfacing 5 is positioned at wall horizontal joint less than 3, on the lateral surface of described form surfacing 5, interval is furnished with multiple row template lumps of wood back cord 6, described concrete is embedded with a row PVC sleeve pipe 7 in wall 1a under wall 1 and concrete respectively, described PVC sleeve pipe 7 is positioned at the gap location of template lumps of wood back cord 6, standing screw 8 is provided with in described PVC sleeve pipe 7, the inner side of wall 1 on the outside of described template lumps of wood back cord 6 and concrete, and the absolute altitude place being positioned at standing screw 8 is provided with upper and lower two supporting steel pipes 9, two supporting steel pipes 9 at the rear absolute altitude place that locks with mountain type card 10 and nut 11 of form surfacing 5 are passed in the front end of described standing screw 8.
Be positioned at the two piece supporting steel pipes 9 of tail end through the absolute altitude place that locks with mountain type card 8 and nut 9 after wall 1 on concrete of the described standing screw 8 on concrete on wall 1, the tail end fourth being positioned at the described standing screw 8 under concrete on wall 1a is welded with bar dowel 12, after standing screw 8 is installed, described bar dowel 12 to be supported under concrete inside wall 1a.
The operating principle of the utility model bracing means: support inside body of wall of constructing with standing screw 8 tail end fourth weldering bar dowel 12, to lock supporting steel pipe 9 with the mountain type card 10 of standing screw 8 front end, nut 11, during fastening nut 11, tighten up in opposite directions and form surfacing and wall connecting are fixed, and clamp the weather strip 4 of wall side.
In the utility model bracing means the specification of main parts size and material as follows:
Standing screw 8: adopt round steel processing, diameter is Ф 14, length=wall thickness+form surfacing thickness+back cord lumps of wood width+100mm, screw front end mantle fiber, and screw thread specification is M14 × 70mm, and screw rod tail end fourth is welded one and is not less than Ф 18 bar dowel 12.Standing screw 8 is located at and is about on 150mm absolute altitude place wall apart from lower floor's soffit, and lateral arrangement spacing is about 500mm.
Supporting steel pipe 9: adopt Ф 48 steel pipe scaffolding, full-length size is generally 6m, is located at the outside of wall horizontal joint position template lumps of wood back cord 6, horizontal 2 elongated layouts side by side.
PVC sleeve pipe 7: its internal diameter is greater than the bar footpath of standing screw 8, length, with the thickness of body of wall, is embedded in lower-layer concrete plate 2, is used as the duct of installing standing screw 8.
Weather strip 4: adopt self-adhesive foamed sealing joint strip, specification is 15mm-20mm (width), is pasted onto the side at lower-layer concrete plate 2 top at wall horizontal joint 3 place.
Mountain type card 10: select the standard form mountain type card mated with Ф 48 steel pipe, join with standing screw 8, be positioned on standing screw front end, for fixing supporting steel pipe 9.
Nut 11: select the M14 mountain type nut mated with standing screw 8.
The processing of the utility model bracing means, installation and use procedure:
The processing of each part in device:
Standing screw 8: screw rod reinforcing bar adopts toothless saw cutting die, by die head threading machine or screw die machining screw.The bar dowel of screw rod tail end fourth weldering requires vertical with screw rod, firm welding.Supporting steel pipe 9: outsourcing or lease, tests to steel pipe used, and its specification, quality should meet instructions for use and relevant criterion, and without the defect such as flexural deformation, crack.PVC sleeve pipe 7: be outsourcing, its specification, quality should meet use and standard-required.Weather strip 4: the self-adhesive foamed sealing joint strip of outsourcing, specification, quality should meet instructions for use and standard.Mountain type card 10: outsourcing or lease the mountain type card that mates with supporting steel pipe 9, its specification, quality should meet and use and standard-required, and free from flaw, distortion.Nut 11: the mountain type nut that outsourcing is mated with standing screw 8, require that quality meets standard, screw thread coordinates closely with screw rod screw thread, and not damaged.
Install and use:
Before installation, under concrete, screw hole is reserved on the top of wall 1a: during construction lower floor's wall, be located at by the Screw arbor with nut at both-ends on wall form top and be about 150mm absolute altitude place apart from soffit, transfer is about 500mm.Screw arbor with nut at both-ends is positioned at section within the walls and is installed on PVC sleeve pipe, and after dismounting Screw arbor with nut at both-ends, the PVC sleeve pipe be retained within the walls forms screw hole.Configuration upper walls (in Fig. 1 concrete wall 1) form surfacing: the template being positioned at through metope side is lengthened downwards along short transverse, the top pre-buried PVC sleeve pipe 7 centre distance+100mm of wall 1a under extension length=floor top to concrete, and the pre-buried PVC sleeve position of corresponding lower floor wall bores row Ф 18 hole on form surfacing.
The process of installing and dismantling:
At the side adhesive seal bar 4 at concrete slab 2 top;
Install upper walls template (it is positioned at through metope side template and extends to wall horizontal joint less than 3);
Inboard from lower floor's wall, the boring of aiming in wall top PVC sleeve pipe 7 and the downward template of upper walls penetrates standing screw 8, and the bar dowel 12 that standing screw 8 tail end fourth is welded is abutted against lower floor side within the walls;
Mountain type card, nut is inserted in the front end of standing screw 8;
Install supporting steel pipe 9, supporting steel pipe 9 is abutted in the outside of template lumps of wood back cord 6, its two supporting steel pipes 9 lay respectively at the upper and lower of standing screw 8 front end, are stuck in the groove of mountain type card 10, fastening nut after in place.
Reinforce after using, dismantle nut 11, mountain type card 10, supporting steel pipe 9, standing screw 8, then stripping panel 5 successively.
Compared with prior art, the main feature of this device is:
Adopt standing screw 8, supporting steel pipe 9 etc. wall horizontal joint position template and wall connecting of constructing to be fixed, template end opening can be prevented outer swollen.With the difference of counter screw shuttering: the standing screw of this device is used for template and anatomical connectivity, carry out support using structure as supporting mass to template to fix, stop template deformation displacement, and the Screw arbor with nut at both-ends usually adopted just carries out drawknot reinforcing to template itself, inner and outer template global displacement can not be prevented.
Concrete slab 2 side adhesive seal bar 4 below concrete wall horizontal joint 3 place, is reinforced by standing screw 8 pairs of form surfacings 5, reaches tightly seamless, can mortar leakage prevention effectively.Standing screw 8 as the rest of upper mould, can keep form stable simultaneously.Take in pre-buried PVC sleeve pipe 7 indwelling screw hole mode within the walls, standing screw 8 detachably reclaims turnover and uses, and saves and drops into.Utilize lower floor wall formwork screw hole that the standing screw of upper strata wall form is installed, need not apertured in addition, thus simplify operation, to save manually, material.Device simple structure, is adapted at job site processing.Wherein the former material of standing screw can utilizing works reinforcing bar leftover bits and pieces, thus reduces costs.
Although be described the utility model by reference to the accompanying drawings above; but the utility model is not limited to above-mentioned detailed description of the invention; above-mentioned detailed description of the invention is only schematic; instead of it is restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; when not departing from the utility model aim, can also make a lot of distortion, these all belong within protection of the present utility model.
Claims (1)
1. one kind for concrete wall seam areas formwork seal bracing means, wherein, be furnished with wall (1a) under wall on concrete (1), concrete slab (2) and concrete from top to bottom, wall horizontal joint (3) place on concrete between wall (1) and concrete slab (2), and be pasted with elongated weather strip (4) along the side at concrete slab (2) top, it is characterized in that:
Wall (1) on described concrete, under concrete slab (2) and concrete wall (1a) lateral surface on be coated with form surfacing (5), the bottom of described form surfacing (5) is positioned at wall horizontal joint (3) below, on the lateral surface of described form surfacing (5), interval is furnished with multiple row template lumps of wood back cord (6), described concrete is embedded with a row PVC sleeve pipe (7) in wall (1a) under wall (1) and concrete respectively, described PVC sleeve pipe (7) is positioned at the gap location of template lumps of wood back cord (6), standing screw (8) is provided with in described PVC sleeve pipe (7), the inner side of wall (1) on the outside of described template lumps of wood back cord (6) and concrete, and the absolute altitude place being positioned at standing screw (8) is provided with upper and lower two supporting steel pipes (9), the front end of described standing screw (8) uses two supporting steel pipes (9) at mountain type card (10) and nut (11) locking absolute altitude place afterwards through form surfacing (5),
The tail end being positioned at the described standing screw (8) on wall on concrete (1) uses two supporting steel pipes (9) at mountain type card (8) and nut (9) locking absolute altitude place afterwards through wall (1) on concrete, the tail end fourth being positioned at the described standing screw (8) under concrete on wall (1a) is welded with bar dowel (12), after standing screw (8) is installed, described bar dowel (12) is supported on wall (1a) inner side under concrete.
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CN201420859720.9U CN204492159U (en) | 2014-12-29 | 2014-12-29 | A kind of for concrete wall seam areas formwork seal bracing means |
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CN201420859720.9U CN204492159U (en) | 2014-12-29 | 2014-12-29 | A kind of for concrete wall seam areas formwork seal bracing means |
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Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
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CN106088580A (en) * | 2016-06-08 | 2016-11-09 | 中国十七冶集团有限公司 | A kind of skin external corner |
CN107724678A (en) * | 2017-10-24 | 2018-02-23 | 中国建筑第八工程局有限公司 | Heat insucation prefabricated plate connecting node constructs and heat insucation prefabricated plate connecting node construction method |
CN108532631A (en) * | 2018-05-28 | 2018-09-14 | 中国十七冶集团有限公司 | Formwork reinforcement structure and construction method at a kind of underground pipe gallery horizontal construction joint |
CN108868121A (en) * | 2018-09-13 | 2018-11-23 | 中信国安建工集团有限公司 | A kind of horizontal construction joint reinforcing bolt and the reinforcement means based on the bolt |
CN110306798A (en) * | 2019-06-28 | 2019-10-08 | 中国一冶集团有限公司 | Concrete wall column free face template fixing method |
CN110761322A (en) * | 2019-09-23 | 2020-02-07 | 中国一冶集团有限公司 | Cast-in-place pipe gallery side wall horizontal construction joint reinforcing structure and construction method thereof |
CN113789949A (en) * | 2021-08-26 | 2021-12-14 | 黑龙江省建工集团有限责任公司 | Construction method for splicing templates without horizontal construction joints |
CN114991469A (en) * | 2022-06-29 | 2022-09-02 | 北京建工集团有限责任公司 | Mounting structure and mounting method of wall column template |
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2014
- 2014-12-29 CN CN201420859720.9U patent/CN204492159U/en not_active Expired - Fee Related
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
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CN106088580A (en) * | 2016-06-08 | 2016-11-09 | 中国十七冶集团有限公司 | A kind of skin external corner |
CN107724678A (en) * | 2017-10-24 | 2018-02-23 | 中国建筑第八工程局有限公司 | Heat insucation prefabricated plate connecting node constructs and heat insucation prefabricated plate connecting node construction method |
CN107724678B (en) * | 2017-10-24 | 2023-09-01 | 中国建筑第八工程局有限公司 | Thermal insulation precast slab connecting node structure and thermal insulation precast slab connecting node construction method |
CN108532631A (en) * | 2018-05-28 | 2018-09-14 | 中国十七冶集团有限公司 | Formwork reinforcement structure and construction method at a kind of underground pipe gallery horizontal construction joint |
CN108868121A (en) * | 2018-09-13 | 2018-11-23 | 中信国安建工集团有限公司 | A kind of horizontal construction joint reinforcing bolt and the reinforcement means based on the bolt |
CN110306798A (en) * | 2019-06-28 | 2019-10-08 | 中国一冶集团有限公司 | Concrete wall column free face template fixing method |
CN110761322A (en) * | 2019-09-23 | 2020-02-07 | 中国一冶集团有限公司 | Cast-in-place pipe gallery side wall horizontal construction joint reinforcing structure and construction method thereof |
CN113789949A (en) * | 2021-08-26 | 2021-12-14 | 黑龙江省建工集团有限责任公司 | Construction method for splicing templates without horizontal construction joints |
CN114991469A (en) * | 2022-06-29 | 2022-09-02 | 北京建工集团有限责任公司 | Mounting structure and mounting method of wall column template |
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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: 20150722 Termination date: 20191229 |