CN107762008B - Method for cementing partition wall by dry method - Google Patents
Method for cementing partition wall by dry method Download PDFInfo
- Publication number
- CN107762008B CN107762008B CN201710939477.XA CN201710939477A CN107762008B CN 107762008 B CN107762008 B CN 107762008B CN 201710939477 A CN201710939477 A CN 201710939477A CN 107762008 B CN107762008 B CN 107762008B
- Authority
- CN
- China
- Prior art keywords
- partition wall
- cementing
- special
- partition
- prefabricated
- 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.)
- Active
Links
- 238000005192 partition Methods 0.000 title claims abstract description 140
- 238000000034 method Methods 0.000 title claims abstract description 44
- 239000000853 adhesive Substances 0.000 claims abstract description 47
- 230000001070 adhesive effect Effects 0.000 claims abstract description 47
- 239000000463 material Substances 0.000 claims abstract description 30
- 239000002689 soil Substances 0.000 claims abstract description 7
- 238000007711 solidification Methods 0.000 claims abstract description 5
- 230000008023 solidification Effects 0.000 claims abstract description 5
- 239000002002 slurry Substances 0.000 claims description 15
- 239000004568 cement Substances 0.000 claims description 11
- 239000000565 sealant Substances 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 6
- 239000007767 bonding agent Substances 0.000 claims description 5
- 238000007688 edging Methods 0.000 claims description 5
- 238000005187 foaming Methods 0.000 claims description 5
- 238000009413 insulation Methods 0.000 claims description 5
- 239000011230 binding agent Substances 0.000 claims description 4
- 230000000694 effects Effects 0.000 claims description 4
- 239000000945 filler Substances 0.000 claims description 4
- QNRATNLHPGXHMA-XZHTYLCXSA-N (r)-(6-ethoxyquinolin-4-yl)-[(2s,4s,5r)-5-ethyl-1-azabicyclo[2.2.2]octan-2-yl]methanol;hydrochloride Chemical compound Cl.C([C@H]([C@H](C1)CC)C2)CN1[C@@H]2[C@H](O)C1=CC=NC2=CC=C(OCC)C=C21 QNRATNLHPGXHMA-XZHTYLCXSA-N 0.000 claims description 3
- 239000006004 Quartz sand Substances 0.000 claims description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 3
- 239000011449 brick Substances 0.000 claims description 3
- 230000003139 buffering effect Effects 0.000 claims description 3
- 239000000919 ceramic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 239000011343 solid material Substances 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 claims description 2
- 229920005830 Polyurethane Foam Polymers 0.000 claims 1
- 239000000203 mixture Substances 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 description 9
- 238000010586 diagram Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000005336 cracking Methods 0.000 description 3
- 238000001035 drying Methods 0.000 description 3
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000002401 inhibitory effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
- E04B2/828—Connections between partitions and structural walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0203—Arrangements for filling cracks or cavities in building constructions
- E04G23/0211—Arrangements for filling cracks or cavities in building constructions using injection
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
- Finishing Walls (AREA)
Abstract
The invention discloses a method for cementing a partition wall by a dry method, which comprises the following steps: preparing prefabricated wall boards, special adhesives and special cementing components; splicing a plurality of prefabricated member wallboards one by one into a partition wall by using temporary top fasteners such as soil wedges; pouring holes for pouring the special adhesive are formed at intervals along the splicing seams of the partition walls; when the splice seam of the partition wall is greater than 3 mm, a cementing component matched with the special adhesive for cementing is filled along the splice seam at a certain distance; pouring a special adhesive into the spliced seam pouring hole and the part filled with the adhering component for adhering in a grouting mode; after solidification, taking out the top fixing piece for temporary top fixing; filling the gaps which are not cemented in the splicing seams of the partition wall and the concave positions on the surfaces at the two sides of the splicing seams of the partition wall with filling materials, and flattening the surface of the partition wall, thereby completing the cementing and assembling of the partition wall.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a method for cementing a partition wall by a dry method.
Background
The construction method of prefabricated partition wall includes painting adhesive on the prefabricated wall board, combining the prefabricated wall board with the top fixing member, assembling the prefabricated wall board into partition walls, and combining the partition walls with anti-cracking nets on the two side surfaces. This has the following disadvantages:
firstly, because the prefabricated wall components are heavy, the construction is often difficult to extrude and compact the bonding slurry applied on the base surface of the splicing seam of the prefabricated wall panel, and the bonding quality of each component and the main structure of the partition wall is difficult to ensure;
and secondly, the slurry for bonding the prefabricated wallboard components has a certain amount of shrinkage in the fixing and sealing process. The more splicing seams of the partition wall are, the larger the shrinkage value of the slurry of the bonding component is superposed, and the probability of cracking of the partition wall is multiplied.
This is the main reason why the quality, especially integrity, durability and stability, of the lower prefabricated partition wall is difficult to guarantee.
The performance of the slurry based on the bonded partition wall is restricted by a plurality of uncontrollable factors and is difficult to play a due role, the partition wall is also arranged in the mode that a prefabricated wall plate is directly and fixedly assembled into the partition wall through a top fixing piece in the current industry, then the bonding slurry is filled on two sides of each splicing seam of the partition wall, and then an anti-cracking mesh belt is sealed and adhered on the surface of the splicing seam. Although this can help to reduce the superimposed shrinkage value of the partition wall, the quality of the bonding between each component of the partition wall and the main structure is still difficult to ensure, and especially the safety reliability and the durability and stability are difficult to satisfy.
Therefore, there is a need for improvements and improvements in the current technology for assembling prefabricated partitions.
Disclosure of Invention
Aiming at the problems, the invention aims to solve the defects of the existing technology for assembling the prefabricated part partition wall in a bonding and top fixing mode, and develops a method for bonding the prefabricated part partition wall by a dry method by matching a special adhesive and a special bonding component for bonding the prefabricated part partition wall by the dry method through research analysis and tests, so that the technical problems that the bonding quality of the prefabricated part partition wall is successfully solved, and the cooperative stress of each prefabricated component and a main structure is difficult to ensure are solved. The application example engineering for implementing the method for cementing the prefabricated member partition wall by the dry method proves that the quality of the prefabricated member partition wall is more stable and reliable, the construction is greatly facilitated, the structure and the construction method of the prefabricated member partition wall are greatly optimized, and the aims of improving the quality, improving the work efficiency, reducing labor and saving materials are fulfilled.
In order to achieve the purpose, the invention adopts the technical scheme that:
a method of dry cementing a partition wall comprising the steps of:
(1) preparing prefabricated wall boards, special adhesives and special cementing components;
(2) splicing a plurality of prefabricated member wallboards one by one into a partition wall by using temporary top fasteners such as soil wedges;
(3) pouring holes for pouring the special adhesive are formed at intervals along the splicing seams of the partition walls; when the splice seam of the partition wall is greater than 3 mm, a special cementing component matched with the special cementing of the adhesive is filled along the splice seam at a certain distance;
(4) pouring a special adhesive into the spliced seam pouring hole and the part filled with the special adhering component for adhering in a grouting mode;
(5) after solidification, taking out the top fixing piece for temporary top fixing;
(6) filling the gaps which are not cemented in the splicing seams of the partition wall and the concave positions on the surfaces at the two sides of the splicing seams of the partition wall with filling materials, and flattening the surface of the partition wall, thereby completing the cementing and assembling of the partition wall.
As a further improvement of the invention, the method is suitable for reinforcing the partition wall of the existing prefabricated member and repairing cracks, and specifically comprises the following steps,
(2.1) when the existing partition prefabricated member wallboard is a hollow plate and the crack is cracked along the wall of the hollow hole of the plate, injecting cement-based grouting material into the hollow hole of the plate to fill the hollow hole of the plate, and after the grouting material filled into the hollow hole of the plate forms strength, opening a filling hole for filling a binder along the crack of the partition;
and (2.2) when the thickness of the bonding slurry of the splicing seams of the existing partition walls is more than 3.0mm, digging the slurry for bonding and filling into the plate along the splicing seams at intervals of 200-600mm, and filling a special bonding component matched with the special bonding agent for bonding.
As a further improvement of the invention, the prefabricated wall panels comprise, but are not limited to, cement prefabricated wall panels, quartz sand wall panels and ceramic wall panels.
As a further improvement of the invention, the special adhesive is an organic adhesive which does not need to be applied for pulp squeezing and bonding, or a PU foaming adhesive which is bonded in a grouting mode.
As a further improvement of the invention, the pouring holes are arranged along the splicing seams at intervals of 200-600 mm; the diameter of the pouring hole is 6-12 mm, and the depth of the hole is one third or more of the thickness of the prefabricated wallboard.
As a further improvement of the invention, special cementation components filled in the splicing seams of the partition wall are arranged along the splicing seams of more than 3.0mm of the partition wall at intervals of between 200 and 600 mm.
As a further improvement of the invention, the special cementation component body has a plastic three-dimensional reticular metal structure and comprises a plurality of edge strips which are mutually crossed to form the reticular metal structure, and each edge strip is in a wave-shaped three-dimensional kinking shape; the rhombic cementation through holes and the edgings are used for filling, bonding and holding adhesive on one hand, and are integrated with the special adhesive and the partition wall on the other hand, so that the effects of buffering and dispersing the stress of the partition wall are achieved.
As a further improvement of the invention, the method specifically comprises the following steps:
when the width of the joint needing to be cemented of the partition wall is larger than 6.0mm, a special cementing component is compounded and cemented with a block-shaped solid material made of a cement prefabricated part, or stone or sintered brick material, which is matched with the width of the joint.
As a further improvement of the present invention, in the step (6), the method further comprises the following steps:
the concave positions on the surfaces of the two sides of the splicing seams of the partition wall are filled with elastic sealant or fireproof sealant, and then filled with filling materials to fill the surface of the partition wall flat so as to improve the sound insulation, waterproof performance or fireproof grade of the partition wall.
As a further improvement of the invention, the filling material is cement mortar or PU foaming filler.
Compared with the prior art, the method has the following advantages:
1. the method of the invention is dry method operation cementation, firstly, a plurality of prefabricated component wallboards are spliced into partition walls one by using temporary top fasteners such as soil wedges and the like in advance, and then filling holes for filling special adhesives are arranged at intervals along the splicing seams of the partition walls; when the splice seam of the partition wall is greater than 3 mm, a cementing component matched with the special adhesive for cementing is filled along the splice seam at a certain distance; the special adhesive is poured into the spliced seam pouring hole and the part filled with the cementing component for cementing in a grouting mode, so that dry-process cementing of the components in the grouting mode is realized, the influence of human factors on the cementing quality is effectively avoided, and the cementing quality of each structure is more stable and reliable.
2. The method also comprises the steps of reinforcing and repairing cracks of the partition wall of the existing prefabricated member, when the existing partition prefabricated member wallboard is a hollow plate and the cracks are cracked along the wall of the hollow hole of the plate, injecting cement-based grouting material into the hollow hole of the plate to fill the hollow hole of the plate, and after the grouting material is filled into the hollow hole of the plate to form strength, opening a pouring hole for pouring the adhesive along the cracks of the partition wall; when the thickness of the bonding slurry of the splicing seam of the existing partition wall is more than 3.0mm, the slurry for bonding and filling is dug out to the plate at intervals of 200-600mm along the splicing seam, and then a special bonding component for bonding by matching a special bonding agent is filled in the filling plug.
3. The method effectively ensures that the prefabricated part partition wall and the main body structure can be bonded and combined into a whole, can play a role in inhibiting the displacement and deformation of the partition wall based on matched bonding special members, materials and unique structures, greatly improves the mechanical characteristics of the prefabricated part partition wall, and ensures that all prefabricated parts of the partition wall and the main body structure are integrally cooperated to work and bear force, and the integrity, the stability and the safety and reliability are further ensured.
To more clearly illustrate the structural features and effects of the present invention, the following detailed description is given with reference to the accompanying drawings and specific embodiments.
Drawings
FIG. 1 is a schematic diagram of construction of a dry-method assembled partition wall in embodiment 1 of the present invention;
FIG. 2 is a schematic diagram of construction of a dry-method assembled partition wall in embodiment 2 of the present invention;
FIG. 3 is a schematic diagram of construction of a dry-method assembled partition wall in embodiment 3 of the present invention;
fig. 4 is a schematic diagram of construction of the assembly partition wall by dry process operation in embodiment 4 of the present invention.
In the figure: 1. prefabricated part wallboard 2, binder 3, pouring hole 4, bonding member 5, fire-proof sealant 6, elastic sealant 7, waterproof coating 8, filling material 9, concave position.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1:
referring to fig. 1, the method for dry-cementing a partition wall provided in this embodiment includes the following steps:
(1) preparing a prefabricated wallboard 1, an adhesive 2 and an adhesive component 4;
(2) splicing a plurality of prefabricated member wallboards 1 one by one into a partition wall by using temporary top fasteners such as soil wedges;
(3) pouring holes 3 for pouring the special adhesive 2 are formed at intervals along the splicing seams of the partition walls; when the splice seam of the partition wall is larger than 3 mm, a cementing component 4 for cementing the special adhesive 2 is filled along the splice seam at a certain distance;
(4) pouring a special adhesive 2 into the spliced seam pouring eyelet 3 and the part filled with the cementing component 4 for cementing in a grouting mode;
(5) after solidification, taking out the top fixing piece for temporary top fixing;
(6) filling the gaps which are not cemented in the splicing seams of the partition wall and the concave positions 9 on the surfaces on the two sides of the splicing seams of the partition wall with filling materials 8, and flattening the surface of the partition wall, thereby completing the cementing and assembling of the partition wall.
As a further improvement of this embodiment, the method is suitable for reinforcing the existing prefabricated partition wall 1 and repairing cracks, and specifically comprises the following steps:
(2.1) when the existing partition prefabricated member wallboard 1 is a hollow plate and a crack is cracked along the wall of the hollow hole of the plate, injecting cement-based grouting material into the hollow hole of the plate to fill the hollow hole of the plate, and after the grouting material filled into the hollow hole of the plate forms strength, opening a filling hole 3 for filling a binder along the crack of the partition;
(2.2) when the thickness of the bonding slurry of the splicing seams of the existing partition walls is more than 3.0mm, digging the slurry for bonding and filling into the plate along the splicing seams at intervals of 200-600mm, and filling the plate with a special bonding member 4 for bonding by matching the special bonding agent 2.
As a further improvement of this embodiment, the prefabricated wall panels 1 include, but are not limited to, cement prefabricated wall panels, quartz sand wall panels, and ceramic wall panels.
As a further improvement of the embodiment, the special adhesive 2 is an organic adhesive which does not need to be applied by squeezing and bonding, or a PU foaming adhesive which is bonded by grouting.
As a further improvement of this embodiment, the pouring holes 3 are arranged along the splicing seams at intervals of 200 to 600 mm; the diameter of the pouring hole 3 is 6 to 12 mm, and the depth of the hole is one third or more of the thickness of the prefabricated wall board 1.
As a further improvement of this embodiment, the cementing members 4, which are packed inside the splice seams of the partition wall, are arranged along the partition wall at intervals of 200 to 600mm greater than the splice seam of 3.0 mm.
As a further improvement of this embodiment, the body of the special cementing member 4 has a plastic three-dimensional mesh metal structure, and includes a plurality of bars which are intersected with each other to form the mesh metal structure, and each bar is in a wave-shaped three-dimensional twisted shape; the rhombic cementation through holes and the edgings are used for filling, bonding and holding adhesive on one hand, and are integrated with the special adhesive and the partition wall on the other hand, so that the effects of buffering and dispersing the stress of the partition wall are achieved.
When the width of the joint needing to be cemented of the partition wall is larger than 6.0mm, a special cementing component is compounded and cemented with a block-shaped solid material made of a cement prefabricated part, or stone or sintered brick material, which is matched with the width of the joint.
As a further improvement of this embodiment, the filling material 8 is a mortar material doped with fiber yarns for improving the fire-proof performance of the partition wall; or PU foaming filler for improving the sound insulation performance of the partition wall.
Example 2:
referring to fig. 2, the present embodiment is substantially the same as embodiment 1.
In the construction method of the dry-method cemented partition wall of the present embodiment, the partition wall has an L-shaped or T-shaped structure.
(1) Preparing a prefabricated wallboard 1, an adhesive 2 and an adhesive component 4;
(2) splicing a plurality of prefabricated member wallboards 1 one by one into a partition wall by using temporary top fasteners such as soil wedges;
(3) pouring holes 3 for pouring the special adhesive 2 are formed at intervals along the splicing seams of the partition walls; when the splice seam of the partition wall is larger than 3 mm, a cementing component 4 for cementing the special adhesive 2 is filled along the splice seam at a certain distance;
(4) pouring a special adhesive 2 into the spliced seam pouring eyelet 3 and the part filled with the cementing component 4 for cementing in a grouting mode;
(5) after solidification, taking out the top fixing piece for temporary top fixing;
(6) filling the gaps which are not cemented in the splicing seams of the partition wall and the concave positions 9 on the surfaces on the two sides of the splicing seams of the partition wall with filling materials 8, and flattening the surface of the partition wall, thereby completing the cementing and assembling of the partition wall.
Example 3:
referring to fig. 3, the present embodiment is substantially the same as embodiment 1 except that:
in the step (6), the method further comprises the following steps: and (3) filling the concave positions on the surfaces of the two sides of the splicing seams of the partition wall with fireproof sealant 5, and then filling the filling materials 8 to level the surface of the partition wall. So as to improve the sound insulation and waterproof performance of the partition wall.
Example 4:
referring to fig. 4, the present embodiment is substantially the same as embodiment 1 except that:
in the step (6), the method further comprises the following steps: and filling elastic sealant 6 in concave positions on the surfaces of the two sides of the splicing seams of the partition wall, and filling materials 8 to fill the concave positions so as to level the surface of the partition wall. After the surface of the partition wall is leveled, a waterproof coating 7 is arranged on the outer surface of the partition wall main body. So as to improve the sound insulation and fire protection grade of the partition wall.
The invention design of the invention is characterized in that:
1. the method of the invention is dry method operation cementation, firstly, a plurality of prefabricated component wallboards are spliced into partition walls one by using temporary top fasteners such as soil wedges and the like in advance, and then filling holes for filling special adhesives are arranged at intervals along the splicing seams of the partition walls; when the splice seam of the partition wall is greater than 3 mm, a cementing component matched with the special adhesive for cementing is filled along the splice seam at a certain distance; the special adhesive is poured into the spliced seam pouring hole and the part filled with the cementing component for cementing in a grouting mode, so that dry-process cementing of the components in the grouting mode is realized, the influence of human factors on the cementing quality is effectively avoided, and the cementing quality of each structure is more stable and reliable.
2. The method also comprises the steps of reinforcing and repairing cracks of the partition wall of the existing prefabricated member, when the existing partition prefabricated member wallboard is a hollow plate and the cracks are cracked along the wall of the hollow hole of the plate, injecting cement-based grouting material into the hollow hole of the plate to fill the hollow hole of the plate, and after the grouting material is filled into the hollow hole of the plate to form strength, opening a pouring hole for pouring the adhesive along the cracks of the partition wall; when the thickness of the bonding slurry of the splicing seam of the existing partition wall is more than 3.0mm, the slurry for bonding and filling is dug out to the plate at intervals of 200-600mm along the splicing seam, and then a special bonding component for bonding by matching a special bonding agent is filled in the filling plug.
3. The method effectively ensures that the prefabricated part partition wall and the main body structure can be bonded and combined into a whole, can play a role in inhibiting the displacement and deformation of the partition wall based on matched bonding special members, materials and unique structures, greatly improves the mechanical characteristics of the prefabricated part partition wall, and ensures that all prefabricated parts of the partition wall and the main body structure are integrally cooperated to work and bear force, and the integrity, the stability and the safety and reliability are further ensured.
The foregoing is merely a preferred embodiment of the invention and is not intended to limit the invention in any manner. Those skilled in the art can make numerous possible variations and modifications to the present invention, or modify equivalent embodiments, using the methods and techniques disclosed above, without departing from the scope of the present invention. Therefore, all equivalent changes made according to the shape, structure and principle of the present invention without departing from the technical scheme of the present invention shall be covered by the protection scope of the present invention.
Claims (7)
1. A method of dry cementing a partition, comprising the steps of:
(1) preparing prefabricated wall boards, special adhesives and special cementing components; the special adhesive is an organic adhesive which does not need to be constructed and squeezed for bonding, or a PU foaming adhesive which is bonded in a grouting manner; the special cementation component body is of a plastic three-dimensional reticular metal structure and comprises a plurality of edgings which are mutually crossed to form the reticular metal structure, and each edgings is in a wave type three-dimensional kinking shape; the rhombic cementation through holes and the edgings are used for filling, bonding and holding adhesive on one hand, and are integrated with a special adhesive and the partition wall on the other hand, so that the effects of buffering and dispersing the stress of the partition wall are achieved;
(2) splicing a plurality of prefabricated member wallboards one by one into a partition wall by using temporary top fasteners such as soil wedges;
(3) pouring holes for pouring the special adhesive are formed at intervals along the splicing seams of the partition walls; when the splice seam of the partition wall is greater than 3 mm, a special cementing component matched with the special cementing of the adhesive is filled along the splice seam at a certain distance;
(4) pouring a special adhesive into the spliced seam pouring hole and the part filled with the special adhering component for adhering in a grouting mode;
(5) after solidification, taking out the top fixing piece for temporary top fixing;
(6) filling materials into gaps which are not cemented in each splicing seam of the partition wall and concave positions on the surfaces on the two sides of the splicing seams of the partition wall, and filling the surfaces of the partition wall flat to finish the splicing and cementing of the partition wall; the concave positions on the surfaces of the two sides of the splicing seams of the partition wall are filled with elastic sealant or fireproof sealant, and then filled with filling materials to fill the surface of the partition wall flat so as to improve the sound insulation, waterproof performance or fireproof grade of the partition wall.
2. A method of dry cementing a partition according to claim 1, wherein it is adapted to make reinforcement and repair cracks in existing prefabricated partitions, in particular comprising the steps of,
(2.1) when the existing partition prefabricated member wallboard is a hollow plate and the crack is cracked along the wall of the hollow hole of the plate, injecting cement-based grouting material into the hollow hole of the plate to fill the hollow hole of the plate, and after the grouting material filled into the hollow hole of the plate forms strength, opening a filling hole for filling a binder along the crack of the partition;
and (2.2) when the thickness of the bonding slurry of the splicing seams of the existing partition walls is more than 3.0mm, digging the slurry for bonding and filling into the plate along the splicing seams at intervals of 200-600mm, and filling a special bonding component matched with the special bonding agent for bonding.
3. A method of dry cementing a partition wall according to claim 1 or 2, wherein said prefabricated wall panels, including but not limited to cement prefabricated wall panels, quartz sand wall panels, ceramic wall panels.
4. A method of dry cementing a partition wall according to claim 1 or 2, wherein said pouring perforations are provided along the splice seam at intervals of between 200 and 600 mm; the diameter of the pouring hole is 6-12 mm, and the depth of the hole is one third or more of the thickness of the prefabricated wallboard.
5. A method of dry cementing a partition according to claim 1, wherein special cementing components are placed inside the splicing seams of the partition, at intervals between 200 and 600mm along the splicing seams of more than 3.0mm of the partition.
6. A method of dry cementing a partition wall according to claim 1, characterized in that it comprises in particular the following steps:
when the width of the joint needing to be cemented of the partition wall is larger than 6.0mm, a special cementing component is compounded and cemented with a block-shaped solid material made of a cement prefabricated part, or stone or sintered brick material, which is matched with the width of the joint.
7. A method of dry cementing a partition wall according to claim 1, wherein said filler material is a cement mortar composition or a PU foam filler.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710939477.XA CN107762008B (en) | 2017-09-30 | 2017-09-30 | Method for cementing partition wall by dry method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710939477.XA CN107762008B (en) | 2017-09-30 | 2017-09-30 | Method for cementing partition wall by dry method |
Publications (2)
Publication Number | Publication Date |
---|---|
CN107762008A CN107762008A (en) | 2018-03-06 |
CN107762008B true CN107762008B (en) | 2021-05-11 |
Family
ID=61268018
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710939477.XA Active CN107762008B (en) | 2017-09-30 | 2017-09-30 | Method for cementing partition wall by dry method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107762008B (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109440979A (en) * | 2018-10-12 | 2019-03-08 | 东莞市彩丽建筑维护技术有限公司 | A method of with pressing technique assembly prefabricated panel |
CN117166648B (en) * | 2023-11-02 | 2023-12-29 | 南通永业新型建材有限公司 | Environment-friendly wall and connecting structure thereof |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103899096B (en) * | 2014-04-08 | 2016-09-14 | 东莞市彩丽建筑维护技术有限公司 | Improve construction method and the special-purpose member of precast concrete board wall local strength |
CN105256922A (en) * | 2014-07-16 | 2016-01-20 | 中铁建工集团有限公司 | Mounting method of light-weight wall boards |
-
2017
- 2017-09-30 CN CN201710939477.XA patent/CN107762008B/en active Active
Also Published As
Publication number | Publication date |
---|---|
CN107762008A (en) | 2018-03-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4104842A (en) | Building form and reinforcing matrix | |
CN104314204B (en) | Non-form stripping lightweight internal partition board and overall grouting construction method thereof | |
CN105908871A (en) | Light-weight partition wall structure and installing method thereof | |
CN110206173B (en) | Construction method of heat-insulation external wall | |
CN108222363A (en) | A kind of honeycomb core combined wall board and preparation method thereof | |
CN104594525A (en) | Composite thermal insulation wallboard and building structure integrated thermal insulation wall system and construction process | |
CN107762008B (en) | Method for cementing partition wall by dry method | |
CN112459291A (en) | Prefabricated heat insulation structure integrated wall structure and construction process thereof | |
CN113802760A (en) | Heat preservation is decorated and is maintained integration wallboard and wall structure | |
CN211286074U (en) | Self-heat-insulation system for prefabricated light high-strength foam concrete filled wallboard outer wall | |
CN107313516B (en) | Autoclaved aerated concrete wallboard and steel girder connecting node structure and construction method thereof | |
CN108193802B (en) | Construction method for dry cementing prefabricated member plate wall top support | |
CN205857398U (en) | Polystyrene foam light composite wallboard construction system | |
CN208152278U (en) | A kind of wallboard plate stitch connection structure | |
CN115234071B (en) | Assembled type one-shaped composite wallboard self-tapping screw assembly and post-pouring strip combined connection structure and manufacturing method | |
CN218437756U (en) | Assembly type linear composite wallboard self-tapping nail cluster and post-cast strip combined connection structure | |
CN207331974U (en) | Steam-pressing aero-concrete wallboard is constructed with steel beam connecting joint | |
CN113718994A (en) | Connecting structure and method for keel wall and masonry wall | |
CN2911049Y (en) | In-situ light-weight composite wall | |
CN211622088U (en) | Fireproof composite wall for protecting building | |
CN110016980A (en) | Crack resistence prefabricated T-shaped corner-pillar | |
CN206319482U (en) | Inner partition plate | |
CN203742024U (en) | Composite wallboard and building structure integration wall system | |
CN221298320U (en) | Sandwich wallboard and connection structure thereof | |
CN104790810A (en) | Window installation structure in aerated concrete block wall and construction method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |