CN103276916B - A kind of building method of sealing light weight concrete construction board wall wall hole and filling plate - Google Patents
A kind of building method of sealing light weight concrete construction board wall wall hole and filling plate Download PDFInfo
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- CN103276916B CN103276916B CN201310210194.3A CN201310210194A CN103276916B CN 103276916 B CN103276916 B CN 103276916B CN 201310210194 A CN201310210194 A CN 201310210194A CN 103276916 B CN103276916 B CN 103276916B
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Abstract
The invention discloses a kind of building method of sealing light weight concrete construction board wall wall hole, it comprises the following steps: (1) prepares hooking part, along hooking part described in several in the inside casing surrounding anchoring of board wall wall hole; (2) plate and iron wire tied silk are filled in preparation, place the middle position of filling to wallboard wall hole by filling plate; (3) matched template is prepared; (4) prepare liquid strength cement-based grouting material, liquid strength cement-based grouting material is filled into supporting in the matched template of board wall wall hole; (5) after described step (4) liquid strength cement-based grouting material solidifies, remove supporting at the matched template of side, board wall wall hole two, complete the sealing in board wall wall hole.The invention also discloses a kind of filling plate implementing this building method.The present invention fills plate by using, and changes the building method in traditional sealing light weight concrete construction board wall wall hole, makes building method more reliably easy, and the sealing quality in wallboard wall hole can be consistent substantially with the wallboard quality precast by factory.
Description
Technical field
The present invention relates to construction engineering technical field, is specifically related to a kind of construction method of sealing light weight concrete construction board wall wall hole and match component and Special material.
Background technology
Light weight concrete construction board wall installs the position of the related facility of the body of wall such as switchbox, electric wire box, and board wall insied width is less than or the wall hole that equals 300mm is difficult to install wallboard again.Present technology, for the above wall hole of sealing, mainly with concreting or build upper masonry by laying bricks or stones, or is spread mortar mode again with deposited extension steel mesh and is processed.Do not only construction technology so comparatively numerous and diverse, and construction quality still depends on the Personal Skills of construction worker, and can cannot contrast with the wallboard quality precast by factory.
Summary of the invention
In order to solve the problem, the invention provides the building method improving sealing board wall wall hole, the sealing quality in wallboard wall hole can be consistent substantially with the wallboard quality precast by factory.The present invention also provides the filling plate implementing this building method.
The technical scheme that the present invention is adopted for achieving the above object is: a kind of building method of sealing light weight concrete construction board wall wall hole, and it is characterized in that, it comprises the following steps:
(1) hooking part is prepared, along light weight concrete construction board wall wall hole inside casing surrounding, with hooking part described in several on cement nail or nailing anchoring;
(2) plate and iron wire tied silk are filled in preparation, place the middle position of filling to board wall wall hole by filling plate, with described hooking part and iron wire tied silk by described noggin piece colligation fix in position;
(3) prepare matched template, collaterally protect described matched template respectively in two of board wall wall hole, this matched template is provided with injected hole or Grouting Pipe and extravasating hole or the slurry pipe that overflows;
(4) liquid strength cement-based grouting material is configured, described liquid strength cement-based grouting material is filled into supporting in the injected hole or Grouting Pipe of board wall wall hole matched template, until be injected into the liquid strength cement-based grouting material in board wall wall hole from the extravasating hole of matched template or the slurry pipe that overflows, or till the top spilling in wall hole;
(5) after described step (4) liquid strength cement-based grouting material solidifies, remove the matched template of supporting in side, board wall wall hole two, complete the sealing to board wall wall hole, realize filling plate by using, reduce strength cement-based grouting material consumption, alleviate the weight of board wall and reduce the contraction at position, board wall wall hole, and reducing the error of manual operation, making sealing light weight concrete construction board wall wall hole structural outer surface formed thereby closely knit, level and smooth and smooth.
As a further improvement on the present invention, edge position bottom board wall wall hole corresponding on described filling plate, and edge position, top, board wall wall hole, be provided be no less than φ 10mm specification to piercing hole; The average thickness of described filling plate is more than or equal to 1/2 of board wall thickness; Described filling plate is made up of cystosepiment and steel mesh sheet, and all close lastblock steel mesh sheet with iron wire tied silk stack on two surfaces of described cystosepiment, this steel mesh sheet size specification is consistent with the plate face size specification of cystosepiment.
As a further improvement on the present invention, described cystosepiment two surface is provided with the convex position in several projecting plate faces, several are also provided with to the cystosepiment eyelet wearing described cystosepiment two surface in described cystosepiment, the diameter dimension of described cystosepiment eyelet is >=φ 8.0mm ,≤φ 120mm, the described cystosepiment hole surface gross area is greater than 3% of cystosepiment plate face area, is less than 30% of cystosepiment plate face area; Described steel mesh sheet thickness >=0.5mm, described steel mesh sheet is provided with the steel mesh sheet eyelet corresponding with described cystosepiment eyelet, and the specification of this steel mesh sheet eyelet, for being more than or equal to 5 × 5mm, is less than or equal to 50 × 50mm.
As a further improvement on the present invention, described filling plate is formed by aggregate and steel mesh sheet, and described aggregate is rubble, fragment of brick particle or blob of viscose; When the wide or high size of the board wall wall hole inside casing of institute's sealing is less than or equal to board wall thickness of wall body, described filling plate is formed by cystosepiment or aggregate.
As a further improvement on the present invention, described hooking part is that described hooking part is the metallic stamping pieces of L shape for described filling plate is hooked in wall hole, or is cement nail, or for wall body hole anchor implant reinforcing bar.
As a further improvement on the present invention, described L shape hooking part is formed by steel plate punched, the thickness of described L shape hooking part is more than or equal to 1.0mm, be less than or equal to 6.0mm, its width is more than or equal to 5.0mm, be less than or equal to 20mm, described L shape hooking part is fixed on the inside casing in board wall wall hole with nailing or cement nail laminating, described L shape hooking part is fixed on the part of board wall wall hole inside casing perpendicular to laminating, both the filling plate in wall hole had firmly been arranged on for hooking, also for the steel mesh sheet in described hooking part and described noggin piece being fixed in wall hole by iron wire tied silk.
As a further improvement on the present invention, described matched template comprises two pieces of matched templates, and two pieces of described matched templates are to wearing anchor screw rod, supporting is in two sides in board wall wall hole respectively, and the size of described matched template comparatively board wall wall hole size is more than or equal to 10mm; Described injected hole or Grouting Pipe and extravasating hole or the slurry pipe that overflows are arranged on wherein on one piece of described matched template, or described injected hole or Grouting Pipe are arranged on wherein on one piece of described matched template, described extravasating hole or the slurry pipe that overflows are arranged on matched template described in another block; The described injected hole of the matched template of supporting on board wall wall hole or Grouting Pipe be arranged on board wall wall hole lower end or close to lower end, the described extravasating hole of the matched template of supporting on board wall wall hole or the slurry pipe that overflows be arranged on board wall wall hole top or on.
As a further improvement on the present invention, adopt pressure grouting machine to pour into liquid strength cement-based grouting material, or adopt manual mode to pour into liquid strength cement-based grouting material; When be in the milk to manually sealing time, be enclosed within supporting and be greater than absolute altitude between bottom, plate Wall Wall hole and top in the grout pipe length of board wall wall hole matched template, horn shape funnel is connected at the slip casting port cover of described grout pipe, be lifted to the position on more than top, described board wall wall hole again, in wall hole, inject liquid strength cement-based grouting material by described horn shape funnel and grout pipe, sealing is made to wall hole.
As a further improvement on the present invention, when being provided with the wall hole of pipeline in sealing board wall, described step (1)-(2) are following steps:
(11) along light weight concrete construction board wall wall hole inside casing surrounding with the hooking part on cement nail or nailing anchoring described in several;
(12) filling after described cystosepiment stripping and slicing arrived in the gap between wall hole pipeline and pipeline, middle part, wall hole is formed and is provided with several together to piercing hole, two surfaces are the cystosepiment packed layer of uneven shape;
(13) respectively on described cystosepiment two surface, with iron wire tied silk the steel mesh sheet being superimposed on described cystosepiment two surface worn and be integrated, then with iron wire tied silk, the steel mesh sheet and the described hooking part colligation be anchored in wall hole being superimposed on described cystosepiment surface is fixed;
After completing above-mentioned steps (11), (12), (13), then complete the sealing in board wall wall hole by described step (3), (4), (5).
Implement a filling plate for above-mentioned building method, edge position bottom board wall wall hole corresponding on described filling plate, and edge position, top, board wall wall hole, be provided be no less than φ 10mm specification to piercing hole; The average thickness of described filling plate is more than or equal to 1/2 of board wall thickness; Described filling plate is made up of cystosepiment and steel mesh sheet, and all close lastblock steel mesh sheet with iron wire tied silk stack on two surfaces of described cystosepiment, this steel mesh sheet size specification is consistent with the plate face size specification of cystosepiment; Described cystosepiment two surface is provided with the convex position in several projecting plate faces, several are also provided with to the cystosepiment eyelet wearing described cystosepiment two surface in described cystosepiment, the diameter dimension of described cystosepiment eyelet is >=φ 8.0mm ,≤φ 120mm, the described cystosepiment hole surface gross area is greater than 3% of cystosepiment plate face area, is less than 30% of cystosepiment plate face area; Described steel mesh sheet thickness >=0.5mm, described steel mesh sheet is provided with steel mesh sheet eyelet, and the specification of this steel mesh sheet eyelet, for being more than or equal to 5 × 5mm, is less than or equal to 50 × 50mm.
When the wide or high size of the board wall wall hole inside casing of institute's sealing is less than or equal to board wall thickness of wall body, described filling plate is cystosepiment or aggregate, cancel hooking part and steel mesh sheet, in wall hole, insert the aggregates such as appropriate fragment of brick or foam block, be then fed into strength cement-based grouting material.
Beneficial effect of the present invention: the present invention fills plate by using, change the building method in traditional sealing light weight concrete construction board wall wall hole, make building method more reliably easy, and the sealing quality in wallboard wall hole can be consistent substantially with the wallboard quality precast by factory.
The use of filling plate of the present invention is conducive to the strength cement-based grouting material consumption reduced, thus effectively alleviates the weight of board wall and effectively reduce the contraction at position, board wall wall hole, makes the structure in sealing wall hole more reasonable.In addition, use strength cement-based grouting material greatly can reduce the error of manual operation, and make the requirement that structural outer surface formed thereby can reach closely knit, level and smooth and smooth.
The present invention is by hooking part and iron wire tied silk fixed foam plate and steel mesh sheet, cystosepiment is fixed in wall hole, steel mesh sheet is fixed on two surfaces of cystosepiment, and it is upper some to perforation based on arranging in infill panel plate, steel mesh sheet plays the effect ensureing or improve institute's sealing pore space structure rigidity, and the strength cement-based grouting material of perfusion can be fully combined as a whole with filling plate and body of wall.
The building method in sealing light weight concrete construction board wall wall hole of the present invention and filling plate are not only applicable to the light weight concrete construction board wall of thin plate class, also be applicable to sealing masonry and concrete body structure body of wall wall hole, applied widely, effectively reduce difficulty of construction and increase efficiency of construction and ensure construction engineering quality.
Below in conjunction with accompanying drawing and detailed description of the invention, the present invention is further described.
Accompanying drawing explanation
Fig. 1 is the three-dimensional cutaway view in sealing light weight concrete construction board wall wall hole of the present invention;
Fig. 2 is longitudinal sectional structure schematic diagram of the present invention;
Fig. 3 is horizontal sectional structure schematic diagram of the present invention;
In figure: 1. board wall, 2. hooking part, 3. fills plate, 31. cystosepiments, 32. convex positions, 33. cystosepiment eyelets, 34. steel mesh sheets, 35. iron wire tied silk, 4. matched templates, wear anchor screw rod for 41. pairs, 42. injected holes, 43. Grouting Pipe, 44. horn shape funnels, 45. extravasating hole, 46. overflow starches pipe, 5. liquid strength cement-based grouting material.
Detailed description of the invention
Embodiment, see Fig. 1-Fig. 3, the building method in sealing light weight concrete construction board wall wall hole provided by the invention, it comprises the following steps:
(1) hooking part 2 is prepared, along light weight concrete construction board wall 1 wall hole inside casing surrounding, with hooking part 2 described in several on cement nail or nailing anchoring;
(2) plate 3 is filled in preparation, places filling to the middle position in board wall 1 wall hole by filling plate 3, with described hooking part 2 and iron wire tied silk 35 by described noggin piece colligation fix in position;
(3) prepare matched template 4, collaterally protect matched template 4 respectively in two of board wall 1 wall hole, this matched template 4 is provided with injected hole 42 or Grouting Pipe 43 and extravasating hole 45 or the slurry pipe that overflows;
(4) liquid strength cement-based grouting material 5 is configured, clear water and strength cement-based grouting material are adjusted by a certain percentage and mixes liquid strength cement-based grouting material 5, described liquid strength cement-based grouting material 5 is filled into supporting in the injected hole 42 or Grouting Pipe 43 of board wall 1 wall hole matched template 4, until be injected into the liquid strength cement-based grouting material 5 in board wall 1 wall hole from the extravasating hole 45 of matched template 4 or the slurry pipe that overflows, or till the top spilling in wall hole;
(5) after the liquid strength cement-based grouting material 5 of described step (4) solidifies, remove the matched template 4 of supporting in side, board wall 1 wall hole two, complete the sealing to board wall 1 wall hole, realize filling plate 3 by using, reduce strength cement-based grouting material consumption, alleviate the weight of board wall and reduce the contraction at position, board wall wall hole, and reducing the error of manual operation, making sealing light weight concrete construction board wall wall hole structural outer surface formed thereby closely knit, level and smooth and smooth.
Edge position bottom board wall wall hole corresponding on described filling plate 3, and edge position, top, board wall wall hole, be provided be no less than φ 10mm specification to piercing hole; The average thickness of described filling plate 3 is more than or equal to 1/2 of board wall 1 thickness; Described filling plate 3 is made up of cystosepiment 31 and steel mesh sheet 34, and all close lastblock steel mesh sheet 34 with iron wire tied silk 35 stack on two surfaces of described cystosepiment 31, this steel mesh sheet 34 size specification is consistent with the plate face size specification of cystosepiment 31.
Described cystosepiment 31 2 surface is provided with the convex position 32 in several projecting plate faces, several are also provided with to the cystosepiment eyelet 33 wearing described cystosepiment 31 2 surface in described cystosepiment 31, the diameter dimension of described cystosepiment eyelet 33 is >=φ 8.0mm ,≤φ 120mm, described cystosepiment eyelet 33 aggregate superficial area is greater than 3% of cystosepiment 31 plate face area, is less than 30% of cystosepiment 31 plate face area; Described steel mesh sheet 34 thickness >=0.5mm, described steel mesh sheet 34 is provided with the steel mesh sheet eyelet corresponding with described cystosepiment eyelet 33, and the specification of this steel mesh sheet eyelet, for being more than or equal to 5 × 5mm, is less than or equal to 50 × 50mm.
Described filling plate 3 is formed by aggregate and steel mesh sheet 34, and described aggregate is rubble, fragment of brick particle or blob of viscose, and steel mesh sheet 34 is constant with grouting mode; When the wide or high size of the board wall 1 wall hole inside casing of institute's sealing is less than or equal to board wall 1 thickness of wall body, described filling plate 3 is cystosepiment 31 or aggregate.
Described hooking part 2 is that described hooking part 2 is the metallic stamping pieces of L shape for described filling plate 3 is hooked in wall hole, or is cement nail, or for wall body hole anchor implant reinforcing bar.
Described L shape hooking part 2 is formed by steel plate punched, the thickness of described L shape hooking part 2 is more than or equal to 1.0mm, be less than or equal to 6.0mm, its width is more than or equal to 5.0mm, be less than or equal to 20mm, described L shape hooking part 2 is fixed on the inside casing in board wall 1 wall hole with nailing or cement nail laminating, described L shape hooking part 2 is fixed on the part of board wall 1 wall hole inside casing perpendicular to laminating, both the filling plate 3 in wall hole had firmly been arranged on for hooking, also for being fixed in wall hole with the steel mesh sheet 34 in described noggin piece by described hooking part 2 by iron wire tied silk 35.
Described matched template 4 comprises two pieces of matched templates, 4, two pieces of described matched templates 4 so that respectively supporting is in two sides in board wall 1 wall hole to wearing anchor screw rod 41, and the size of described matched template 4 comparatively board wall 1 wall hole size is more than or equal to 10mm; Described injected hole 42 or Grouting Pipe 43 and extravasating hole 45 or the slurry pipe that overflows are arranged on wherein on one piece of described matched template 4, or described injected hole 42 or Grouting Pipe 43 are arranged on wherein on one piece of described matched template 4, described extravasating hole 45 or the slurry pipe that overflows are arranged on matched template 4 described in another block; The described injected hole 42 of the matched template 4 of supporting on board wall 1 wall hole or Grouting Pipe 43 be arranged on board wall 1 wall hole lower end or close to lower end, the described extravasating hole 45 of the matched template 4 of supporting on board wall 1 wall hole or the slurry pipe that overflows be arranged on board wall 1 wall hole top or on.
Adopt pressure grouting machine to pour into liquid strength cement-based grouting material 5, or adopt manual mode to pour into liquid strength cement-based grouting material 5; When be in the milk to manually sealing time, be enclosed within supporting and be greater than absolute altitude between bottom, plate Wall Wall hole and top in the grout pipe length of board wall 1 wall hole matched template 4, horn shape funnel 44 is connected at the slip casting port cover of described grout pipe, be lifted to the position on more than top, described board wall 1 wall hole again, in wall hole, inject liquid strength cement-based grouting material 5 by described horn shape funnel 44 and grout pipe, sealing is made to wall hole.
When being provided with the wall hole of pipeline in sealing board wall, described step (1)-(2) are following steps:
(11) along light weight concrete construction board wall 1 wall hole inside casing surrounding with the hooking part 2 on cement nail or nailing anchoring described in several;
(12) filling after the stripping and slicing of described cystosepiment 31 arrived in the gap between wall hole pipeline and pipeline, middle part, wall hole is formed and is provided with several together to piercing hole, two surfaces are cystosepiment 31 packed layer of uneven shape;
(13) respectively on described cystosepiment 31 2 surface, with iron wire tied silk 35 the steel mesh sheet 34 being superimposed on described cystosepiment 31 2 surface worn and be integrated, then with iron wire tied silk 35, the steel mesh sheet 34 being superimposed on described cystosepiment 31 surface is fixed with described hooking part 2 colligation be anchored in wall hole;
After completing above-mentioned steps (11), (12), (13), then complete the sealing in board wall 1 wall hole by described step (3), (4), (5).
Filling plate 3 provided by the invention, edge position bottom board wall wall hole corresponding on described filling plate 3, and edge position, top, board wall wall hole, be provided be no less than φ 10mm specification to piercing hole; The average thickness of described filling plate 3 is more than or equal to 1/2 of board wall 1 thickness; Described filling plate 3 is made up of cystosepiment 31 and steel mesh sheet 34, and all close lastblock steel mesh sheet 34 with iron wire tied silk 35 stack on two surfaces of described cystosepiment 31, this steel mesh sheet 34 size specification is consistent with the plate face size specification of cystosepiment 31; Described cystosepiment 31 2 surface is provided with the convex position 32 in several projecting plate faces, several are also provided with to cystosepiment 31 eyelet wearing described cystosepiment 31 2 surface in described cystosepiment 31, the diameter dimension of described cystosepiment 31 eyelet is >=φ 8.0mm ,≤φ 120mm, the described cystosepiment 31 hole surface gross area is greater than 3% of cystosepiment 31 plate face area, is less than 30% of cystosepiment 31 plate face area; Described steel mesh sheet 34 thickness >=0.5mm, described steel mesh sheet 34 is provided with steel mesh sheet eyelet, and the specification of this steel mesh sheet eyelet, for being more than or equal to 5 × 5mm, is less than or equal to 50 × 50mm.
When the wide or high size of the board wall 1 wall hole inside casing of institute's sealing is less than or equal to board wall 1 thickness of wall body, described filling plate 3 is cystosepiment 31 or aggregate.
When the wide or high size in the wall hole of sealing is less than or equal to the thickness of board wall 1, hooking part 2, steel mesh sheet 34 and cystosepiment 31 can be cancelled, directly be fed into strength cement-based grouting material, or before being fed into strength cement-based grouting material, in wall hole, insert the aggregates such as appropriate fragment of brick or foam block.
Cystosepiment 31 is the cystosepiment for building such as EPS polyphenyl plate, XPS extrusion moulding type polystyrene thermal insulation plate, and it is low that cystosepiment has absorptivity, and anti-permeability is good, and have very strong acidproof, alkaline-resisting, the corrosion of salt, wet goods organic solvent, ageing-resistant performance is excellent.This cystosepiment is used for the insulation of board wall body of wall, heat insulation.
The present invention is not limited to above-mentioned embodiment, adopts or approximation method identical with the above embodiment of the present invention, and other building methods for sealing light weight concrete construction board wall wall hole obtained and filling plate, all within protection scope of the present invention.
Claims (10)
1. the building method in sealing light weight concrete construction board wall wall hole, it is characterized in that, it comprises the following steps:
(1) hooking part is prepared, along light weight concrete construction board wall wall hole inside casing surrounding, anchoring hooking part described in several;
(2) plate and iron wire tied silk are filled in preparation, will fill plate and clog the middle position in board wall wall hole, with described hooking part and iron wire tied silk by described filling plate colligation fix in position;
(3) prepare matched template, collaterally protect described matched template respectively in two of board wall wall hole, this matched template is provided with injected hole or Grouting Pipe and extravasating hole or the slurry pipe that overflows;
(4) liquid strength cement-based grouting material is configured, described liquid strength cement-based grouting material is filled into supporting in the injected hole or Grouting Pipe of board wall wall hole matched template, until be injected into the liquid strength cement-based grouting material in board wall wall hole from the extravasating hole of matched template or the slurry pipe that overflows, or till the top spilling in wall hole;
(5) after described step (4) liquid strength cement-based grouting material solidifies, remove the matched template of supporting in side, board wall wall hole two, complete the sealing to board wall wall hole, realize filling plate by using, reduce strength cement-based grouting material consumption, alleviate the weight of board wall and reduce the contraction at position, board wall wall hole, and reducing the error of manual operation, making sealing light weight concrete construction board wall wall hole structural outer surface formed thereby closely knit, level and smooth and smooth.
2. the building method in sealing light weight concrete construction board wall wall hole according to claim 1, is characterized in that, described step (2) specifically also comprises following content:
Edge position bottom board wall wall hole corresponding on described filling plate, and edge position, top, board wall wall hole, be provided be no less than φ 10mm specification to piercing hole; The average thickness of described filling plate is more than or equal to 1/2 of board wall thickness; Described filling plate is made up of cystosepiment and steel mesh sheet, and all close lastblock steel mesh sheet with iron wire tied silk stack on two surfaces of described cystosepiment, this steel mesh sheet size specification is consistent with the plate face size specification of cystosepiment.
3. the building method in sealing light weight concrete construction board wall wall hole according to claim 2, is characterized in that, when being provided with the wall hole of pipeline in sealing board wall, described step (1)-(2) are following steps:
(11) along the hooking part in the inside casing surrounding anchoring of light weight concrete construction board wall wall hole described in several;
(12) filling after described cystosepiment stripping and slicing arrived in the gap between wall hole pipeline and pipeline, middle part, wall hole is formed and is provided with several together to piercing hole, two surfaces are the cystosepiment packed layer of uneven shape;
(13) respectively on described cystosepiment two surface, with iron wire tied silk the steel mesh sheet being superimposed on described cystosepiment two surface worn and be integrated, then with iron wire tied silk, the steel mesh sheet and the described hooking part colligation be anchored in wall hole being superimposed on described cystosepiment surface is fixed.
4. the building method in the sealing light weight concrete construction board wall wall hole according to Claims 2 or 3, it is characterized in that, described cystosepiment two surface is provided with the convex position in several projecting plate faces, several are also provided with to the cystosepiment eyelet wearing described cystosepiment two surface in described cystosepiment, the diameter dimension of described cystosepiment eyelet is >=φ 8.0mm and≤φ 120mm, the described cystosepiment hole surface gross area is greater than 3% of cystosepiment plate face area, is less than 30% of cystosepiment plate face area; Described steel mesh sheet thickness >=0.5mm, described steel mesh sheet is provided with the steel mesh sheet eyelet corresponding with described cystosepiment eyelet, and the specification of this steel mesh sheet eyelet, for being more than or equal to 5 × 5mm, is less than or equal to 50 × 50mm.
5. the building method in sealing light weight concrete construction board wall wall hole according to claim 1, is characterized in that, described filling plate is formed by aggregate and steel mesh sheet, and described aggregate is rubble, fragment of brick particle or blob of viscose; When the wide or high size of the board wall wall hole inside casing of institute's sealing is less than or equal to board wall thickness of wall body, described filling plate is formed by cystosepiment or aggregate, when described filling plate is aggregate, hooking part, steel mesh sheet and cystosepiment can be cancelled, before being fed into strength cement-based grouting material, in wall hole, insert appropriate aggregate.
6. the building method in the sealing light weight concrete construction board wall wall hole according to claim 1 or 3, is characterized in that, described step (1) specifically also comprises following content:
Described hooking part is that described hooking part is the metallic stamping pieces of L shape for described filling plate is hooked in wall hole, or is cement nail, or for wall body hole anchor implant reinforcing bar.
7. the building method in sealing light weight concrete construction board wall wall hole according to claim 6, it is characterized in that, described L shape hooking part is formed by steel plate punched, the thickness of described L shape hooking part is more than or equal to 1.0mm, be less than or equal to 6.0mm, its width is more than or equal to 5.0mm, be less than or equal to 20mm, described L shape hooking part is fixed on the inside casing in board wall wall hole with nailing or cement nail laminating, described L shape hooking part is fixed on the part of board wall wall hole inside casing perpendicular to laminating, is firmly arranged on the filling plate in wall hole for hooking.
8. the building method in sealing light weight concrete construction board wall wall hole according to claim 1, is characterized in that, described step (3) specifically also comprises following content:
Described matched template comprises two pieces of matched templates, and two pieces of described matched templates are to wearing anchor screw rod, supporting is in two sides in board wall wall hole respectively, and the size of described matched template comparatively board wall wall hole size is more than or equal to 10mm; Described injected hole or Grouting Pipe and extravasating hole or the slurry pipe that overflows are arranged on wherein on one piece of described matched template, or described injected hole or Grouting Pipe are arranged on wherein on one piece of described matched template, described extravasating hole or the slurry pipe that overflows are arranged on matched template described in another block; The described injected hole of the matched template of supporting on board wall wall hole or Grouting Pipe are arranged on the lower end in board wall wall hole, the described extravasating hole of the matched template of supporting on board wall wall hole or the slurry pipe that overflows be arranged on board wall wall hole top or on.
9. the building method in sealing light weight concrete construction board wall wall hole according to claim 1, is characterized in that, described step (4) specifically also comprises following content:
Adopt pressure grouting machine to pour into liquid strength cement-based grouting material, or adopt manual mode to pour into liquid strength cement-based grouting material; When be in the milk to manually sealing time, be enclosed within supporting and be greater than absolute altitude between bottom, plate Wall Wall hole and top in the grout pipe length of board wall wall hole matched template, horn shape funnel is connected at the slip casting port cover of described grout pipe, be lifted to the position on more than top, described board wall wall hole again, in wall hole, inject liquid strength cement-based grouting material by described horn shape funnel and grout pipe, sealing is made to wall hole.
10. one kind implements the claims the filling plate of the building method in one of 1-9 described sealing light weight concrete construction board wall wall hole, it is characterized in that, described filling plate corresponds to the position of edge bottom board wall wall hole, with correspond to the position of top, board wall wall hole edge, be provided with one be no less than φ 10mm specification to piercing hole; The average thickness of described filling plate is more than or equal to 1/2 of board wall thickness; Described filling plate is made up of cystosepiment and steel mesh sheet, and all close lastblock steel mesh sheet with iron wire tied silk stack on two surfaces of described cystosepiment, this steel mesh sheet size specification is consistent with the plate face size specification of cystosepiment; Described cystosepiment two surface is provided with the convex position in several projecting plate faces, several are also provided with to the cystosepiment eyelet wearing described cystosepiment two surface in described cystosepiment, the diameter dimension of described cystosepiment eyelet is >=φ 8.0mm and≤φ 120mm, the described cystosepiment hole surface gross area is greater than 3% of cystosepiment plate face area, is less than 30% of cystosepiment plate face area; Described steel mesh sheet thickness >=0.5mm, described steel mesh sheet is provided with steel mesh sheet eyelet, and the specification of this steel mesh sheet eyelet, for being more than or equal to 5 × 5mm, is less than or equal to 50 × 50mm; When the wide or high size of the board wall wall hole inside casing of institute's sealing is less than or equal to board wall thickness of wall body, described filling plate is cystosepiment or aggregate, when described filling plate is aggregate, hooking part, steel mesh sheet and cystosepiment can be cancelled, before being fed into strength cement-based grouting material, in wall hole, insert appropriate aggregate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310210194.3A CN103276916B (en) | 2013-05-30 | 2013-05-30 | A kind of building method of sealing light weight concrete construction board wall wall hole and filling plate |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310210194.3A CN103276916B (en) | 2013-05-30 | 2013-05-30 | A kind of building method of sealing light weight concrete construction board wall wall hole and filling plate |
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| Publication Number | Publication Date |
|---|---|
| CN103276916A CN103276916A (en) | 2013-09-04 |
| CN103276916B true CN103276916B (en) | 2015-12-23 |
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| CN115110795A (en) * | 2022-06-17 | 2022-09-27 | 攀钢集团西昌钢钒有限公司 | Method and structure for repairing hopper wall of large cement product |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4193243A (en) * | 1978-03-03 | 1980-03-18 | Tiner Francis L | Panel repair kit |
| CN2454483Y (en) * | 2000-11-22 | 2001-10-17 | 殷超 | Hole-blinding device for wall |
| CN101139867A (en) * | 2006-09-08 | 2008-03-12 | 上海市第七建筑有限公司 | Pressure-grouting construction method for structure consolidation |
| US20080083185A1 (en) * | 2006-10-04 | 2008-04-10 | Faithful Engineering Products Co., Ltd. | Wall hole patching device |
| CN202644997U (en) * | 2012-06-19 | 2013-01-02 | 中国十七冶集团有限公司 | Simple plugging device for wall-penetrating holes of wall |
| CN202745404U (en) * | 2012-07-13 | 2013-02-20 | 中冶建筑研究总院有限公司 | External repairing and reinforcing device of reinforced concrete chimney cylinder wall after tapping and sampling |
-
2013
- 2013-05-30 CN CN201310210194.3A patent/CN103276916B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4193243A (en) * | 1978-03-03 | 1980-03-18 | Tiner Francis L | Panel repair kit |
| CN2454483Y (en) * | 2000-11-22 | 2001-10-17 | 殷超 | Hole-blinding device for wall |
| CN101139867A (en) * | 2006-09-08 | 2008-03-12 | 上海市第七建筑有限公司 | Pressure-grouting construction method for structure consolidation |
| US20080083185A1 (en) * | 2006-10-04 | 2008-04-10 | Faithful Engineering Products Co., Ltd. | Wall hole patching device |
| CN202644997U (en) * | 2012-06-19 | 2013-01-02 | 中国十七冶集团有限公司 | Simple plugging device for wall-penetrating holes of wall |
| CN202745404U (en) * | 2012-07-13 | 2013-02-20 | 中冶建筑研究总院有限公司 | External repairing and reinforcing device of reinforced concrete chimney cylinder wall after tapping and sampling |
Non-Patent Citations (2)
| Title |
|---|
| 砌体填充墙裂缝的分析与预防;彭璐刚;《山西建筑》;20050430;第31卷(第7期);第42-43页 * |
| 钢丝网架夹芯板墙体抹灰工程施工技术;李强等;《新型建筑材料》;20060831;第27-30页 * |
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