WO2010121461A1 - 建筑门窗洞口与通用附框或边框压力注射填缝的施工工艺 - Google Patents

建筑门窗洞口与通用附框或边框压力注射填缝的施工工艺 Download PDF

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Publication number
WO2010121461A1
WO2010121461A1 PCT/CN2009/074100 CN2009074100W WO2010121461A1 WO 2010121461 A1 WO2010121461 A1 WO 2010121461A1 CN 2009074100 W CN2009074100 W CN 2009074100W WO 2010121461 A1 WO2010121461 A1 WO 2010121461A1
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WO
WIPO (PCT)
Prior art keywords
frame
pressure injection
universal
building door
template
Prior art date
Application number
PCT/CN2009/074100
Other languages
English (en)
French (fr)
Inventor
蔡贤慈
Original Assignee
深圳市富诚科技发展有限公司
深圳市富诚幕墙装饰工程有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from CN 200910106754 external-priority patent/CN101592007B/zh
Priority claimed from CN200910106753XA external-priority patent/CN101525968B/zh
Priority claimed from CN200910106755.9A external-priority patent/CN101560859B/zh
Application filed by 深圳市富诚科技发展有限公司, 深圳市富诚幕墙装饰工程有限公司 filed Critical 深圳市富诚科技发展有限公司
Priority to AU2009344735A priority Critical patent/AU2009344735B2/en
Priority to US13/265,494 priority patent/US8516772B2/en
Publication of WO2010121461A1 publication Critical patent/WO2010121461A1/zh

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B1/00—Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
    • E06B1/62—Tightening or covering joints between the border of openings and the frame or between contiguous frames
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/7604—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only fillings for cavity walls
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00482—Coating or impregnation materials
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/28—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of materials not covered by groups E04C3/04 - E04C3/20

Definitions

  • the present invention relates to a construction method, and more particularly to a construction process for a gap between a common frame or a frame of a building door and window opening and a reserved opening.
  • BACKGROUND OF THE INVENTION At present, a predetermined gap is left between a building door and window opening and a frame or a frame, so that the building door and window frame or frame can be more accurately installed.
  • the manual filling and batching are adopted.
  • the construction workers generally use the method of filling the bricks and other impurities first, and then manually filling the batch block.
  • This construction method has a slow construction schedule.
  • the gap density is poor and the reliability is poor.
  • the poor compactness and poor reliability of the joints also become the root cause of seepage, water leakage, poor insulation and poor heat insulation.
  • due to the internal bricks, etc. these bricks and other impurities
  • the bonding strength between the cement mortar and the cement mortar is poor, and the compactness is also poor.
  • the impurities such as the broken bricks are also likely to cause the general frame or frame deformation of the doors and windows, which seriously affects the construction quality and also affects the safety of the building doors and windows.
  • the service life also brings hidden dangers to the exterior structure of the building door and window.
  • the present invention provides a construction method for a general frame or frame pressure injection caulking of a building door and window opening, which adopts a mechanical pressure injection method in the caulking, not only improves work efficiency, but also improves the tightness of the gap filling and prevents Seepage, water leakage, improve construction quality, solve the problems of seepage, water leakage, poor insulation and gaps in the common frame or frame joints of existing building doors and windows Thermal and the quality and safety issues associated with the common frame or frame of the building door and window and the wall.
  • the present invention provides a construction method for a general frame or frame pressure injection joint of a building door and window opening to solve the above technical problems, comprising the following process steps:
  • the general frame or frame of the building door and window is placed in the opening of the door and window of the building, and the position of the frame or frame of the building door and window is determined.
  • step E Mechanical pressure injection filling material is applied in the gap between the building door and window opening and the common frame or frame, and the post processing of the slit is completed.
  • the present invention is directed to the feature of filling the intermediate insulation material between the door and window gaps in the cold regions of the north, and the further solution proposed is that there are the following process steps between step B and step E:
  • step C Inject the intermediate insulation material in the middle of the common frame or frame and the gap between the holes, and inject all the filling work along the periphery of the common frame or frame, and form a continuous intermediate isolation in the middle of the common frame or the gap between the frame and the hole. band.
  • the present invention is directed to the feature of installing a water barrier in the middle of a rainy and rainy area in the south, and a further solution is to have the following steps before step B:
  • a dam is installed at a position on the outer side of the general frame or frame of the building door and window near the outer side of the universal frame or frame, and the rib is continuously distributed along the periphery of the universal frame or frame.
  • the present invention is directed to a case where the general frame or frame is relatively small, and the further solution proposed is that after step B, there are the following steps: D. Install the combined template on the side of the door and window frame or frame and the wall of the hole; make the edge of one side of the template in the combined template to the inner side of the reserved hole of the wall, and make the inner side of the template in the combined template Attached to the outside surface of the frame or frame;
  • step E there are the following steps:
  • step E After the material to be filled is cured or semi-cured, remove the combination template.
  • the mechanical pressure injection filling material described in the above step E is completed in one shot.
  • step E is further divided into the following substeps:
  • step of mechanically injecting the filling material is completed in the intermediate barrier tape or the side of the baffle in the step A in the step C, and the post-seal is post-processed;
  • step E2 The step of mechanically injecting the filling material is completed in the intermediate separator or the other side of the dam in the step A in the step C, and the post-slit processing is completed.
  • step E in step C, the intermediate pressure belt or the mechanical pressure injection work of the filling materials on both sides of the strip in step A is simultaneously performed, and the post-processing of the slits on both sides is completed at the same time.
  • the intermediate insulation material in the step C is a heat insulation material, and the heat insulation material is further a foam insulation material, and the filler material injected by the mechanical pressure in the step E is a cement mortar or a joint waterproof material. .
  • step E the mechanical pressure injection filler material described in the step E is started after the intermediate insulation material is solidified in the step C, or the mechanical pressure injection described in the step E.
  • the filling material is the interval described in step C Starting from the semi-curing of the insulating material, or step E1 is performed immediately after the completion of the injection of the intermediate insulating material in step C; and step E2 is started after the filling material injected in step E1 is completely cured.
  • step D is further divided into the following sub-steps: D 1. After the combination template is installed at the joint of the door and window frame or the frame and the opening of the hole, adjust the combination template of the opposite sides.
  • the intermediate link first adjust the combined template of the two opposite sides, so that one side edge of the template in the combined template is placed on the side of the wall of the reserved hole of the wall, and the anti-loose measures are taken, and then the side to be sealed is
  • the template is pressed so that it is attached to the side of the frame or frame of the door and window;
  • step D1 After completing step D1, follow step D1 to complete the template adjustment of the other two opposite sides.
  • the four-sided template seals the gap around the door and window.
  • step D1 and step D2 a link length adjusting mechanism is added to the intermediate link connecting the two sides to adjust the length of the connecting rod to meet the needs of different size holes.
  • the intermediate link is a two-stage rigid connecting rod, one end of each of the two connecting rods is respectively connected with the combined template, and the other one of the two connecting rods is respectively provided with the oppositely rotating threads, and the connecting rod length adjusting mechanism is The two ends are respectively provided with internal threads of opposite directions of rotation, and a hollow connecting rod is arranged in the middle.
  • the combination template in step D comprises a fork fastener and a template, and one side of the fork fastener is provided with an adjustment mechanism for pressing the template to the side of the door frame or the frame.
  • the composite template described in step D is a template having at least one side planar, and the template in step D is a wood or steel template.
  • step A a card slot is disposed on the periphery of the universal bezel or the frame, and the shackle is buckled in the card slot along the periphery of the universal bezel or frame
  • the strip is an EPDM water sealing strip.
  • step B a connecting member is disposed on the wall of the opening, and the connecting member includes A card point for fixing the universal bezel or frame.
  • step E mechanical door pressure injection filler material is used in the gap between the building door and window opening and the common frame or frame, and the post processing of the seam is manually batched.
  • the invention adopts the above construction method, can increase the compactness of the door and window opening of the building and the common frame or frame jointing, prevent the leakage and water leakage caused by the poor compactness of the manual caulking, improve the construction quality and work efficiency, and ensure the construction.
  • the installation quality, safety and service life of the frame or frame of the building door and window are improved, and the safety and quality of the exterior structure of the building door and window are improved.
  • the present invention also proposes various solutions for different features such as cold regions in the north, rainy regions in the south, and small thickness of the common frame or frame, which makes the construction method more practical and further improves the filling.
  • the tightness of the seam, the pressure injection construction method provided by the present invention is also applicable to the filling of the gap between the curtain wall frame and the wall.
  • Figure 1 is a schematic view of a caulking structure constructed by the process.
  • Figure 2 is a schematic view of the first step of the present invention using a stepwise mechanical pressure injection filler material.
  • Figure 3 is a schematic view of the second step of the present invention using a stepwise mechanical pressure injection filler material.
  • Figure 4 is a schematic illustration of the present invention employing simultaneous injection of a filler material on both sides.
  • Figure 5 is a schematic view of a disposable injection caulking structure constructed by the process.
  • Figure 6 is a schematic illustration of the stepwise adjustment of the template of the present invention.
  • FIG. 7 is a schematic structural view of a mechanical pressure injection on both sides of a rib according to the present invention
  • FIG. 8 is an enlarged schematic view of the node A in FIG. 7;
  • Figure 9 is a schematic structural view of the connecting member
  • Figure 10 is a schematic view showing the structure of the mechanical pressure injection and manual batching of the present invention. detailed description
  • the construction process of the building door and window opening and the universal frame or frame pressure injection caulking provided by the present invention comprises the following process steps:
  • the filling material 7 is injected and the post processing of the seam is completed.
  • the focus of the invention is that the caulking uses a mechanical pressure injection device M to inject the filling material, so that the filling material is injected into all the gaps in the gap 3 under the action of pressure, avoiding the generation of bubbles and voids in the middle, and improving the compactness of the filling material.
  • the post-treatment of the seam described in the step E of the present invention includes a treatment process such as smearing or surface decoration of the seam surface. After the work of the present invention is completed, the surface of the inner and outer wall surfaces 42 and the waterproof membrane 43 is completed by the civil construction unit.
  • the invention can not only increase the compactness of the joints of the building door and window 4 and the common frame or the frame 1 to prevent the leakage and water leakage caused by the poor compactness of the manual caulking, improve the construction quality and work efficiency, and ensure the doors and windows of the building.
  • the installation quality, safety and service life of the common frame or frame 1 of the hole 4 improve the safety and quality of the building exterior structure. It can be seen from FIG. 1 to FIG. 4 that in the cold regions of the north, a heat insulating portion is generally provided between the building door and window opening 4 and the universal frame or frame 1 for indoor and outdoor temperature isolation, and the present invention is directed to this case.
  • process steps between step B and step E There are also the following process steps between step B and step E:
  • a dam is installed at a position of the general frame or frame 1 of the building door and window near the outer side of the universal bezel or frame 1, and the rib is continuously distributed along the periphery of the universal bezel or frame 1. Inserting the universal bezel or frame 1 from the outward side of the opening into a predetermined position in the opening, the continuously distributed baffle 2 separating the gap 3 between the universal bezel or the bezel 1 and the opening into the outer slit 31 and the inner side Slot 32.
  • the key points of the invention are as follows: First, the caulking is performed by mechanical pressure injection, so that the filling material is injected into the gap under the action of pressure, avoiding the empty drum in the gap, improving the compactness of the filling material and improving the filling material.
  • the tightness between the gap and the gap; secondly, the dam in the gap of the opening serves as a water-tight seal on the inner and outer sides of the wall, and eliminates the problem of water leakage caused by the poor compactness of the joint.
  • the construction process of the invention is especially suitable for the hot and cold winter and winter hoe areas, especially the buildings and windows in windy and rainy and humid areas.
  • the inner and outer gaps of the baffle 2 must be mechanically injected into the filling material in steps. Because the brace has a certain degree of flexibility, it will deform under the action of external force. At the same time, the uncured filler material also has plasticity, and deformation will also occur after the force is applied.
  • the filler material to be cured on the outside is cured or semi-cured during construction.
  • the outer shaped filling material can withstand a certain pressure and is not easily deformed to ensure the quality and appearance of the caulking.
  • This kind of branching construction process is first attached to the general The outside of the frame or the frame is concentrated. After the outside construction is completed, the inner construction is concentrated. It is very suitable for the case where the door and window with the universal frame or frame are installed, and the personnel are not convenient to enter and exit frequently.
  • the filling material is cement mortar or joint waterproof material. The filling material not only can fill the gap and fix the common frame or frame of the door and window, but also can play the role of waterproofing.
  • the joint waterproof material can also be made of cement mortar mixed with waterproof material or thermal insulation material. Mixed material.
  • the present invention provides the solution in step B. Then there are the following steps:
  • the combined template 9 is installed on the side of the door and window universal frame or the frame 1 and the wall of the opening wall 4; the edge of the side template 91 in the combined template is abutted on the inner side of the reserved hole of the wall, and the combined template is made
  • the inner side of the middle template is attached to the outer side surface of the universal bezel or frame 1;
  • step E there are the following steps:
  • step D is further divided into the following sub-steps: Dl.
  • step D1 and step D2 a link length adjusting mechanism 93 is added to the intermediate link connecting the opposite sides to adjust the length of the link to meet the needs of different size holes;
  • the intermediate link is two A rigid connecting rod of a segment type, one end of each of the two connecting rods is respectively connected to the combined template, and the other one of the two connecting rods is respectively provided with a thread 96 having opposite rotation directions, and the connecting rod length adjusting mechanism is respectively provided with a rotating end
  • the opposite internal thread has a hollow connecting rod in the middle;
  • the combined template in the step D includes a fork fastener 94 and a template 91, and one side of the fork fastener is provided with an adjusting mechanism 95, so that the template is pressed against the door and window.
  • step D The side of the frame or border.
  • the combined template described in step D is a template having at least one side being planar, and the template in step D is a wood or steel template.
  • the pressure injection process on both sides of the step E can be carried out simultaneously, and the method of splitting can be used, and the two construction modes are respectively described below.
  • the mechanical pressure injection filler material in step E is completed in one shot. As can be seen from FIG. 2 and FIG. 3, for the first and second schemes, step E can also be used. Divided into the following sub-steps:
  • the step of mechanically injecting the outer filler material 71 is completed in the intermediate spacer 8 or the one side slit 31 of the strip in the step A in step C, and the post-slit treatment is completed;
  • the step of mechanically injecting the inner filling material 72 is completed in the intermediate spacer 8 in the step C or the other side slit 32 of the strip in the step A, and the post-slit processing is completed.
  • the above-mentioned method can firstly carry out centralized construction on the outside of the building's doors and windows, or on the outside of the frame 1. After the outer construction is completed, the inner construction is concentrated. This method is generally attached to the installed building doors and windows. After the personnel are not convenient to enter and exit frequently, the construction can be facilitated. As can be seen from FIG.
  • step E in step C, the mechanical pressure injection work of the filling materials on both sides of the strip in the intermediate strip 8 or the step A is completed simultaneously, and both sides are completed at the same time.
  • the mechanical pressure injection filler material described in the step E is started after the intermediate insulation material is solidified in the step C, or the mechanical pressure injection filler material described in the step E is in the step C.
  • the intermediate insulation material begins to be semi-cured. Step E1 is performed immediately after the completion of the injection of the intermediate insulating material in step C; and step E2 is started after the filling material injected in step E1 is completely cured.
  • the step E is carried out in principle after the intermediate insulating material is solidified, but it may be adjusted according to the specific conditions depending on the different construction conditions on site or the requirements of the construction schedule.
  • the first construction method we provide is that the mechanical pressure injection filler material described in step E begins after the intermediate insulation material is fully cured in step C. This construction method can better guarantee the construction quality, and is suitable for those fast-curing intermediate insulation materials, for example:
  • the intermediate insulation material is made of foam insulation and waterproof filling material.
  • the second construction method we provide is: the mechanical pressure injection filling material described in step E is started after the intermediate insulation material is semi-cured in step C. This construction method requires accurate judgment of the intermediate isolation.
  • the pressure can withstand the pressure conditions, under the condition that it can fully withstand the one-side pressure injection, it can also carry out the pressure injection caulking process on both sides in the case of semi-curing.
  • the third construction method we provide is that this method can only be applied to the method of step-by-step filling on both sides.
  • Step E1 is performed after the injection of the intermediate insulation material is completed in step C, and step E2 is After the filling material injected in step E1 is completely cured, the method requires that the intermediate insulating material has a certain strength, and the step E1 is performed at the same time, and the injection pressure and the injection process are adjusted, for example: The method of filling the filling from the inside to the outside.
  • the simultaneous construction in this scheme includes not only the simultaneous construction on both sides, but also the construction of the other side after waiting for the one side to be injected without waiting for it to solidify.
  • This kind of construction method is adopted when the building door and window are generally attached to the frame or the frame 1 is installed, and the personnel are relatively easy to enter and exit. Such a construction method can be completed centrally to avoid frequent movement of mechanical equipment.
  • the intermediate insulation material in the step C is a heat insulation material, and the heat insulation material is further a foam insulation material.
  • the caulking with this structure is suitable for cold regions and severe cold regions, and the middle insulating material connects the wall and the broken bridge 13 to play the role of cooling and heat breaking.
  • the filling material injected by the mechanical pressure in the step E is cement mortar, or the filling material injected by the mechanical pressure is a joint waterproof material.
  • the filling material described in the step E is cement mortar, or the filling material described in the step B is a joint waterproofing and heat insulating material, and the filling material can not only fill the gap but also fix the general frame or frame 1 of the building door and window. At the same time, it can also play a waterproof role.
  • the joint waterproof material can also be a collection material composed of a waterproof material or a heat insulating material in the cement mortar. As shown in FIG. 7 to FIG.
  • a card slot is disposed on the periphery of the universal bezel or frame 1, and the bar is buckled on the card along the periphery of the universal bezel or frame 1.
  • the strip is an EPDM water sealing strip.
  • a connecting member is disposed on the wall of the opening, and the connecting member includes a card point for fixing the universal bezel or the bezel 1.
  • a card slot 11 is disposed on the periphery of the universal bezel or frame 1
  • a connecting portion 21 is disposed on the bar 2 , and the connecting portion 21 is received in the card slot 11 .
  • the link 2 does not displace the connecting portion 21 when the force is applied.
  • the baffle 2 is sequentially snapped into the card slot 11 along the periphery of the universal bezel or frame 1.
  • a connecting member 5 is arranged on the wall 4 of the opening,
  • the connecting member 5 includes a card point 51 for fixing the universal bezel or frame 1; in cooperation with the card, a card strip 12 is disposed on the universal bezel or frame 1, and the card bar 12 is stuck in the The card point 51 is used to fix the universal bezel or frame 1.
  • the card 12 is snapped into place at the card point 51 so that the position of the universal bezel or bezel is fixed.
  • the baffle of the invention is an EPDM water-stopping strip, which has certain hardness and elasticity.
  • the baffle 2 is overlapped with the inner wall 41 of the opening when the universal bezel or the frame 1 is embedded, and functions as a universal frame or The seal between the frame 1 and the inner wall 41 of the opening, the inner and outer sides of the slit, and the outer mechanical pressure when the filler material is injected, the baffle 2 can withstand a certain pressure without being separated from the inner wall 41 of the opening.
  • Step E The door and window opening of the building 4 and the common frame or frame 1 are mechanically pressed to fill the material in the gap, and the post processing of the seam is manually batched.
  • the mechanical pressure injection filler material is started after the mechanical pressure injection filler material described in the step E1 is solidified, and the construction method can better ensure the construction quality.
  • the mechanical pressure injection filling material described in the step E1 may also be started after the mechanical pressure injection filler material described in the step E2 is semi-cured, and the construction method requires that the dam and the outer filling material can withstand Under the condition of internal pressure injection, Injection of the inner caulking material is carried out in the case of its semi-curing.
  • the invention adopts the above-mentioned innovative construction technology, can improve the compactness of the caulking, prevent the occurrence of the virtual filling phenomenon, and improve the construction quality and work efficiency.
  • the construction method of the mechanical pressure injection caulking of the invention belongs to the construction method in the field of building construction, and can be widely applied to the filling construction of the gap between the door and the window of the building, and the invention adopts the above construction method to increase the building door and window
  • the compactness of the hole and the common frame or frame jointing prevents the leakage and water leakage caused by the poor compactness of the manual caulking, improves the construction quality and work efficiency, and ensures the installation quality of the common frame or frame of the building door and window opening. , safety and service life, improve the safety and quality of the building's doors and windows.
  • the present invention also proposes various solutions for different characteristics of the cold regions in the north, the rainy regions in the south, and the small thickness of the common frame or frame, which makes the construction method more practical and further improves the caulking.
  • the compaction degree, the pressure injection construction method provided by the present invention is also applicable to the filling of the gap between the curtain wall frame and the wall.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Architecture (AREA)
  • Acoustics & Sound (AREA)
  • Electromagnetism (AREA)
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Description

建筑门窗洞口与通用附框或边框压力注射填缝的施工工艺 技术领域 本发明涉及施工方法，特别涉及用于建筑门窗洞口通用附框或边 框与预留洞口之间缝隙填充的施工工艺。 背景技术 目前， 建筑门窗洞口与附框或边框之间都留有规定的缝隙， 以便 建筑门窗附框或边框安装时更加精确，对于上述缝隙， 在内装部件固 定后，然后采用人工填充和批挡的手段完成后期的填缝及表面处理工 作， 对于较大的缝隙， 施工人员一般采用先在里面填入碎砖等杂质， 然后再手工填缝批挡的方法，这种施工方法存在着施工进度慢、缝隙 填充密实度差和可靠性差的现象， 填缝密实度差和可靠性差也成为 渗、 漏水、 保温差和隔热差的根源， 而且， 由于在内部有碎砖等， 这 些碎砖等杂质与水泥砂浆之间粘结牢固性差， 密实度也较差， 填充的 碎砖等杂质也容易造成门窗通用附框或边框变形等等，严重影响了施 工质量， 而且也影响了建筑门窗的安全和使用寿命， 也为建筑门窗外 围护结构带来隐患。 发明内容 本发明提供一种建筑门窗洞口通用附框或边框压力注射填缝的 施工方法， 在填缝中采用机械压力注射的方式， 不但提高工作效率， 而且， 也提高缝隙填充的密实度和防止渗、 漏水， 提高施工质量， 解 决现有建筑门窗通用附框或边框填缝中存在的渗、漏水、保温差、 隔 热差以及建筑门窗通用附框或边框与墙体连接存在的质量和安全问 题。 本发明为解决上述技术问题而提供建筑门窗洞口通用附框或边框 压力注射填缝的施工方法包括以下工艺步骤：
B . 首先将建筑门窗通用附框或边框搁置于建筑门窗洞口内， 并准 确定位好建筑门窗通用附框或边框的位置；
E .在建筑门窗洞口与通用附框或边框间隙中进行机械压力注射填 充材料， 并且完成缝口的后期处理。 本发明针对北方寒冷地区在门窗缝隙中间填充中间隔离保温材料 的特点，提出的进一步解决方案是在步骤 B与步骤 E之间还有以下工 艺歩骤：
C . 在通用附框或边框与洞口间隙的中部注入中间隔离保温材料， 并沿通用附框或边框周边依次注入完成全部填充工作，在通用附框或 边框与洞口间隙的中部构成连续的中间隔离带。 本发明针对南方多雨地区在门窗缝隙中间加装挡水条的特点， 提 出的进一步解决方案是在步骤 B之前还有以下步骤：
在建筑门窗通用附框或边框***靠近所述通用附框或边框向外一 侧的位置安装挡条， 所述挡条沿所述通用附框或边框的周边连续分 布。 本发明针对通用附框或边框比较小的情况下， 提出的进一步解决 方案是在步骤 B之后还有以下歩骤： D.将组合模板安装在门窗附框或边框与洞口墙体的侧面上； 使组 合模板中一侧模板的边缘抵在墙体预留洞口的内侧面上，并且使组合 模板中模板的内侧面贴在附框或边框的外侧表面上；
在步骤 E之后还有以下步骤：
F. 待填充材料固化或半固化后， 拆除组合模板。 上述方案中歩骤 E所述机械压力注射填充材料为一次性完成的。 而中间有中间隔离带或挡条的情况下， 歩骤 E中还分为以下分步 骤：
E1.先在步骤 C中所述中间隔离带或步骤 A中所述挡条的一侧完成 机械压力注射填充材料的步骤， 并完成该侧缝口的后期处理；
E2.再在步骤 C中所述中间隔离带或歩骤 A中所述挡条的另一侧完 成机械压力注射填充材料的步骤， 并完成该侧缝口的后期处理。 也可以在步骤 E中， 在步骤 C中所述中间隔离带或步骤 A中所述 挡条两侧的填充材料机械压力注射工作是同时完成的，并同时完成两 侧缝口的后期处理。 步骤 C中所述的中间隔离保温材料为保温防水材料， 所述的保温 防水材料进一步为发泡保温防水填充材料，歩骤 E中所述机械压力注 射的填充材料为水泥砂浆或填缝防水材料。 而中间有中间隔离带的情况下， 步骤 E中所述的机械压力注射填 充材料， 是在步骤 C中所述中间隔离保温材料固化后开始进行的， 或 者歩骤 E中所述的机械压力注射填充材料，是在歩骤 C中所述中间隔 离保温材料半固化后开始进行的， 再或者步骤 E 1是在步骤 C完成注 入中间隔离保温材料后马上进行的；而步骤 E2是在步骤 E1中所注射 的填充材料完全固化后开始进行的。 在通用附框或边框比较小的情况下，歩骤 D中还分为以下分歩骤: D 1.将组合模板安装在门窗附框或边框与洞口的缝口处后，调整相 对两边组合模板的中间连杆，先调整两个相对边的组合模板， 使组合 模板中模板的一侧边缘抵在墙体预留洞口的墙体侧面上，并做好防松 措施，然后将欲密封侧的模板压紧，使其贴紧门窗附框或边框的侧面;
D2.完成步骤 D1后， 按歩骤 D1 的方式接着完成另外两相对边的 模板调整， 四边的模板将门窗四周的一侧缝隙密封。 歩骤 D1和步骤 D2中， 连接相对两边的中间连杆上加设连杆长度 调整机构， 用以调整该连杆的长度， 以适应不同尺寸洞口的需要。所 述中间连杆为两段式的刚性连杆， 两段连杆的一端分别连接组合模 板， 而两段连杆的另外一段分别设有旋向相反的螺紋， 所述连杆长度 调整机构为两端分别设有旋向相反的内螺紋， 中间为中空的连杆。步 骤 D中所述组合模板包括叉形扣具和模板，所述叉形扣具的一面设有 调整机构， 使模板压紧门窗附框或边框的侧面。歩骤 D中所述组合模 板为至少一面为平面的模板， 歩骤 D中所述模板为木质或钢质模板。
在中间有挡条的情况下， 步骤 A中， 在所述通用附框或边框的周 边设置卡槽，所述挡条沿着所述通用附框或边框的周边卡扣在所述卡 槽内， 所述的挡条为三元乙丙止水密封胶条。
步骤 B中， 在所述洞口的墙体上设置连接件， 所述连接件包括用 于固定所述通用附框或边框的卡点。步骤 E中建筑门窗洞口与通用附 框或边框间隙中采用机械压力注射填充材料，缝口的后期处理采用手 工批挡。
本发明采用上述的施工方法， 可以增加建筑门窗洞口与通用附框 或边框填缝的密实度， 防止手工填缝密实度差所造成的渗、漏水现象 发生，提高了施工质量和工作效率，保证了建筑门窗洞口通用附框或 边框的安装质量、安全和使用寿命， 提高了建筑门窗***护结构的安 全和质量。另外本发明中还针对北方寒冷地区、南方多雨地区以及通 用附框或边框厚度较小等不同的特点， 提出了多种解决方案，使得这 种施工方法更具有实用性， 也进一歩提高了填缝的密实度， 本发明提 供的压力注射施工方法同样适用于幕墙边框与墙体之间缝隙的填充。 附图说明
图 1是采用该工艺施工的填缝结构示意图。
图 2本发明采用分步机械压力注射填充材料的第一步示意图。
图 3本发明采用分步机械压力注射填充材料的第二步示意图。
图 4是本发明采用两侧同时注射填充材料的示意图。
图 5是采用该工艺施工的一次性注射填缝结构示意图。
图 6本发明分步调整模板的示意图。
图 7为本发明有挡条的两侧均为机械压力注射的结构示意图； 图 8为图 7中节点 A的放大示意图；
图 9为连接件的结构示意图；
图 10是本发明机械压力注射与手工批挡相结合的结构示意图。 具体实施方式
结合上述附图说明本发明的具体实施例。 由图 1中可知，本发明提供的这种建筑门窗洞口与通用附框或边 框压力注射填缝的施工工艺包括以下工艺步骤：
B. 首先将建筑门窗通用附框或边框 1搁置于建筑门窗洞口 4内， 并准确定位好建筑门窗通用附框或边框 1的位置；
E. 在建筑门窗洞口 4与通用附框或边框 1缝隙 3中进行机械压力 注射填充材料 7， 并且完成缝口的后期处理。 本发明的重点在于填缝采用机械压力注射设备 M注射填充材料 的方式， 这样填充材料在压力作用下， 注入缝隙 3中的所有空隙内， 避免中间产生气泡和空隙， 提高了填充材料的密实度， 本发明步骤 E 中所述的缝口后期处理包括缝口表面抹平或者表面装饰等处理工序， 本发明工作完成后， 再由土建施工单位完成内、 外墙面 42及防水膜 43的表面处理装饰工作。 本发明不但可以增加建筑门窗洞口 4与通 用附框或边框 1填缝的密实度， 防止手工填缝密实度差所造成的渗、 漏水现象发生， 提高了施工质量和工作效率， 保证了建筑门窗洞口 4 通用附框或边框 1的安装质量、安全和使用寿命，提高了建筑门窗外 围护结构的安全和质量。 由图 1至图 4中可知，在北方寒冷地区， 建筑门窗洞口 4与通用 附框或边框 1之间一般都要设置有保温部分， 用于室内外温度隔离， 本发明针对这种情况， 在步骤 B与步骤 E之间还有以下工艺步骤：
C.在通用附框或边框 1与洞口间隙的中部注入中间隔离保温材料， 并沿通用附框或边框 1周边依次注入完成全部填充工作，在通用附框 或边框 1与洞口间隙的中部构成连续的中间隔离带 8。 由图 7至图 10中可知，在南方多雨地区， 一般在建筑门窗洞口 4 与通用附框或边框 1之间一般都要设置有挡水装置，本发明针对南方 多雨地区设计的方案是在步骤 B之前还有以下歩骤：
A. 在建筑门窗通用附框或边框 1***靠近所述通用附框或边框 1 向外一侧的位置安装挡条，所述挡条沿所述通用附框或边框 1的周边 连续分布。将通用附框或边框 1从洞口的向外一侧嵌入洞口内的预定 位置，所述连续分布的挡条 2将通用附框或边框 1与洞口之间的缝隙 3分隔成外侧缝隙 31与内侧缝隙 32。 本发明的重点在于： 第一， 填缝采用机械压力注射方式， 这样填 充材料在压力作用下， 注射进入缝隙中， 避免缝隙内存在空鼓， 提高 了填充材料的密实度，亦提高了填充材料与缝隙之间的密实度;第二， 洞口缝隙中的挡条起到墙体内、外两侧挡水密封的作用， 消除了因填 缝密实度差而产生的渗漏水的问题。本发明施工工艺尤其适用于夏热 冬暧地区， 特别是多风和多雨潮湿地区的建筑门窗。 本施工工艺在现场实施时，必须分步对挡条 2的内外侧缝隙进行 机械压力注射填充材料。因为挡条具一定的柔韧度，在外力作用下会 发生形变， 同时， 未固化的填充材料亦具有可塑性， 在受力后同样会 发生形变， 所以施工时， 待外侧的填充材料固化或半固化后开始内侧 注射填充材料， 这样外侧已定型的填充材料能承受一定的压力，不易 变形， 以保证填缝的质量和外观。这种分歩施工工艺， 首先在通用附 框或边框外侧进行集中施工，待外侧施工完成后，再集中进行内侧的 施工，对于已安装通用附框或边框的门窗后， 人员不便于频繁进出的 情况下非常适用。 本施工工艺的歩骤 E中，所述的填充材料为水泥砂浆或填缝防水 材料。填充材料不但可以起到填充缝隙以及固定门窗通用附框或边框 的作用， 同时， 还可以起到防水的作用， 这种填缝防水材料还可以是 水泥砂浆中掺入防水材料或者保温材料等构成的混合材料。 由图 5至图 6中可知,对于通用附框或边框的厚度比较小的情况， 中间加保温和防水机构都是不可能的， 所以， 针对这种情况， 本发明 提供的方案是在步骤 B之后还有以下步骤：
D. 将组合模板 9安装在门窗通用附框或边框 1与洞口墙体 4的侧 面上； 使组合模板中一侧模板 91的边缘抵在墙体预留洞口的内侧面 上，并且使组合模板中模板的内侧面贴在通用附框或边框 1的外侧表 面上；
在歩骤 E之后还有以下步骤：
F. 待填充材料 8固化或半固化后， 拆除组合模板 9。 本发明中由组合模板 9 封住门窗通用附框或边框与洞口一侧的 缝隙 3，再由压力注射机械向缝隙内灌注填充材料， 由于是压力注射， 所有，填充材料的密实度高， 完全避免人工批挡所无法避免的空隙和 虚填现象， 不但可以大大提高工作效率， 同时也提高了施工质量。 上述步骤 D中还分为以下分歩骤: Dl .将组合模板安装在门窗通用附框或边框 1与洞口 4的缝口处后， 调整相对两边组合模板的中间连杆 92， 先调整两个相对边的组合模 板， 使组合模板中模板的一侧边缘抵在墙体预留洞口 4的墙体 41侧 面上， 并做好防松措施， 然后将欲密封侧的模板 91压紧， 使其贴紧 门窗通用附框或边框的侧面；
D2.完成步骤 D1后， 按歩骤 D1 的方式接着完成另外两相对边的模 板调整， 四边的模板将门窗四周的一侧缝隙密封。 歩骤 D1和歩骤 D2中，连接相对两边的中间连杆上加设连杆长度 调整机构 93， 用以调整该连杆的长度， 以适应不同尺寸洞口的需要； 所述中间连杆为两段式的刚性连杆，两段连杆的一端分别连接组合模 板， 而两段连杆的另外一段分别设有旋向相反的螺紋 96， 所述连杆 长度调整机构为两端分别设有旋向相反的内螺紋， 中间为中空的连 杆； 步骤 D中所述组合模板包括叉形扣具 94和模板 91， 所述叉形扣 具的一面设有调整机构 95， 使模板压紧门窗通用附框或边框的侧面。 歩骤 D中所述组合模板为至少一面为平面的模板，步骤 D中所述模板 为木质或钢质模板。 本发明中步骤 E 中两侧的压力注射工序可以采用同时完成的方 式，还可以采用分歩完成的方式，下面分别说明两种施工方式的方案。 在第三种方案中，步骤 E中所述机械压力注射填充材料为一次性 完成的。 由图 2和图 3中可知，针对第一和第二种方案，歩骤 E中还可以 分为以下分步骤：
El.先在步骤 C中所述中间隔离带 8或步骤 A中所述挡条的一侧缝 隙 31中完成机械压力注射外侧填充材料 71的步骤，并完成该侧缝口 的后期处理；
E2.再在步骤 C中所述中间隔离带 8或步骤 A中所述挡条的另一侧 缝隙 32中完成机械压力注射内侧填充材料 72的步骤，并完成该侧缝 口的后期处理。 上述方法在现场施工中， 可以首先在建筑门窗通用附框或边框 1 外侧进行集中施工， 待外侧施工完成后， 再集中进行内侧的施工， 这 种方法对于已安装建筑门窗通用附框或边框 1后，人员不便于频繁进 出的情况下可以方便施工。 由图 4中可知， 也可以在步骤 E中，在步骤 C中所述中间隔离带 8 或歩骤 A 中所述挡条两侧的填充材料机械压力注射工作是同时完 成， 并同时完成两侧缝口的后期处理。步骤 E中所述的机械压力注射 填充材料， 是在步骤 C中所述中间隔离保温材料固化后开始进行的， 或者歩骤 E中所述的机械压力注射填充材料，是在歩骤 C中所述中间 隔离保温材料半固化后开始进行的。 步骤 E1是在歩骤 C完成注入中 间隔离保温材料后马上进行的；而歩骤 E2是在歩骤 E1中所注射的填 充材料完全固化后开始进行的。 本发明中步骤 E原则上是在中间隔离保温材料固化后进行的，但 是根据现场施工条件的不同或者施工进度要求的不同，也可以根据具 体情况进行调整。 我们提供的第一种施工方法是：步骤 E中所述的机械压力注射填 充材料， 是在步骤 C 中所述中间隔离保温材料完全固化后开始进行 的。这种施工方法能比较好地保证施工质量，对于那些快速固化的中 间隔离保温材料比较适合，例如： 中间隔离保温材料采用发泡保温防 水填充材料。 我们提供的第二种施工方法是：步骤 E中所述的机械压力注射填 充材料， 是在歩骤 C中所述中间隔离保温材料半固化后开始进行的， 这种施工方式要求准确判断中间隔离保温材料能够承受的压力情况， 在其完全能够承受单侧压力注射的条件下，也可以在其半固化的情况 下进行两侧的压力注射填缝工序。 我们提供的第三种施工方法是：这种方法只能适用于两侧填缝为 分步进行的方法， 步骤 E1是在步骤 C完成注入中间隔离保温材料后 再进行的，而步骤 E2是在步骤 E1中所注射的填充材料完全固化后开 始进行的， 这种方法要求中间隔离保温材料具有一定的强度， 同时进 行的歩骤 E1 , 对于注射压力以及注射工序都要有所调整， 例如： 采 用由里到外逐歩注射填充的方法。 本方案中的同时施工并不仅包括两侧同时进行的施工，还包括在 完成一侧注射后， 不必等待其固化， 而进行另外一侧的施工。这种施 工方式对于建筑门窗通用附框或边框 1安装后，人员比较容易进出的 情况下采用， 这样的施工方法可以集中完成，避免机械设备的频繁移 动。 步骤 C中所述的中间隔离保温材料为保温防水材料，所述的保温 防水材料进一步为发泡保温防水填充材料。采用这种结构的填缝， 适 用于寒冷地区及严寒地区， 中间的保温材料连接墙体和断桥 13， 起 着断冷、 断热的作用和效果。 歩骤 E中所述机械压力注射的填充材料为水泥砂浆，或所述机械 压力注射的填充材料为填缝防水材料。步骤 E中所述的填充材料为水 泥砂浆， 或者歩骤 B中所述的填充材料为填缝防水保温材料， 填充材 料不但可以起到填充缝隙以及固定建筑门窗通用附框或边框 1 的作 用， 同时， 还可以起到防水的作用， 这种填缝防水材料还可以是水泥 砂浆中掺入防水材料或者保温材料等构成的集合材料。 由图 7至图 10中可知， 步骤 A中， 在所述通用附框或边框 1的 周边设置卡槽，所述挡条沿着所述通用附框或边框 1的周边卡扣在所 述卡槽内。所述的挡条为三元乙丙止水密封胶条。步骤 B中， 在所述 洞口的墙体上设置连接件，所述连接件包括用于固定所述通用附框或 边框 1的卡点。 本施工工艺的步骤 A中，在所述通用附框或边框 1的周边设置有 卡槽 11， 与其配合在所述挡条 2上设置有连接部 21，连接部 21容于 该卡槽 11内，这样挡条 2在受力时其连接部 21不会发生位移。挡条 2沿着所述通用附框或边框 1的周边依次卡扣在所述卡槽 11内。
先将通用附框或边框 1固定在墙体 4上， 再在通用附框或边框 1 的基础上安装门窗相关组件， 使相关组件的安装、 更换更方便。
本施工工艺的步骤 B中， 在所述洞口的墙体 4上设置连接件 5， 所述连接件 5包括用于固定所述通用附框或边框 1的卡点 51 ; 与其 相配合， 在所述通用附框或边框 1上设置卡条 12， 所述卡条 12卡设 在所述卡点 51 内用于固定通用附框或边框 1。 当通用附框或边框 1 嵌入洞口中时，将卡条 12卡在卡点 51的适当位置， 这样通用附框或 边框的位置即固定。
本发明的挡条为三元乙丙止水密封胶条， 有一定的硬度和弹性， 挡条 2在通用附框或边框 1嵌入时与洞口内壁 41搭接在一起， 起到 通用附框或边框 1与洞口内壁 41之间的密封、 缝隙内外侧的分隔， 同时，外侧机械压力注射填充材料时， 该挡条 2能承受一定的压力而 不与洞口的内壁 41相分离。 歩骤 E中建筑门窗洞口 4与通用附框或边框 1间隙中采用机械压 力注射填充材料， 缝口的后期处理采用手工批挡。 歩骤 E中外侧缝隙的填充， 全部使用机械压力注射填充材料， 也 可以部分采用机械压力注射填充材料配合着手工批挡。 如图 8所示， 在所述通用附框或边框 1的下方，其挡条 2固定在所述通用附框或边 框 1的外侧边， 这样外侧的缝口只需要进行排水斜面 6的批挡即可。 本施工工艺的步骤 E2中， 所述的机械压力注射填充材料， 是在 歩骤 E1中所述的机械压力注射填充材料固化后开始进行的， 这种施 工方式能够比较好的保证施工质量。
歩骤 E1中所述的机械压力注射填充材料，也可以是在歩骤 E2中 所述的机械压力注射填充材料半固化后开始进行的，这种施工方式要 求确定挡条及外侧填充材料能够承受内侧压力注射的条件下，才可以 在其半固化的情况下进行内侧填缝材料的注射。 本发明采用上述创新的施工工艺， 可以提高填缝的密实度， 防止 虚填的现象发生， 提高了施工质量和工作效率。 工业用途 本发明的机械压力注射填缝的施工方法，属于建筑施工领域的施 工方法， 可以广泛应用于建筑门窗与墙体间缝隙的填充施工中，本发 明采用上述的施工方法，可以增加建筑门窗洞口与通用附框或边框填 缝的密实度， 防止手工填缝密实度差所造成的渗、漏水现象发生， 提 高了施工质量和工作效率，保证了建筑门窗洞口通用附框或边框的安 装质量、安全和使用寿命，提高了建筑门窗***护结构的安全和质量。 另外本发明中还针对北方寒冷地区、南方多雨地区以及通用附框或边 框厚度较小等不同的特点， 提出了多种解决方案，使得这种施工方法 更具有实用性， 也进一步提高了填缝的密实度，本发明提供的压力注 射施工方法同样适用于幕墙边框与墙体之间缝隙的填充。 以上内容是结合具体的优选实施方式对本发明所作的进一步详 细说明， 不能认定本发明的具体实施只局限于这些说明。对于本发明 所属技术领域的普通技术人员来说， 在不脱离本发明构思的前提下， 还可以做出若干简单推演或替换， 都应当视为属于本发明的保护范 围。

Claims

权利要求
1. 一种建筑门窗洞口与通用附框或边框压力注射填缝的施工工艺， 其特征在于： 该工艺包括以下工艺步骤：
B. 首先将建筑门窗通用附框或边框搁置于建筑门窗洞口内， 并准 确定位好建筑门窗通用附框或边框的位置；
E .在建筑门窗洞口与通用附框或边框间隙中进行机械压力注射填 充材料， 并且完成缝口的后期处理。
2. 根据权利要求 1所述建筑门窗洞口与通用附框或边框压力注射填 缝的施工工艺， 其特征在于： 在步骤 B与步骤 E之间还有以下工 艺步骤：
C. 在通用附框或边框与洞口间隙的中部注入中间隔离保温材料， 并沿通用附框或边框周边依次注入完成全部填充工作， 在通用附 框或边框与洞口间隙的中部构成连续的中间隔离带。
3. 根据权利要求 1所述建筑门窗洞口与通用附框或边框压力注射填 缝的施工工艺， 其特征在于： 在步骤 B之前还有以下步骤：
A.在建筑门窗通用附框或边框***靠近所述通用附框或边框向外 一侧的位置安装挡条， 所述挡条沿所述通用附框或边框的周边连 续分布。
4. 根据权利要求 1所述建筑门窗洞口与通用附框或边框压力注射填 缝的施工工艺， 其特征在于： 在歩骤 B之后还有以下步骤：
D.将组合模板安装在门窗附框或边框与洞口墙体的侧面上； 使组 合模板中一侧模板的边缘抵在墙体预留洞口的内侧面上， 并且使 组合模板中模板的内侧面贴在附框或边框的外侧表面上； 在步骤 E之后还有以下步骤：
F. 待填充材料固化或半固化后， 拆除组合模板。
5. 根据权利要求 4所述建筑门窗洞口与通用附框或边框压力注射填 缝的施工工艺， 其特征在于： 步骤 E中所述机械压力注射填充材 料为一次性完成的。
6. 根据权利要求 2或 3所述建筑门窗洞口与通用附框或边框压力注 射填缝的施工工艺， 其特征在于： 步骤 E中还分为以下分歩骤：
E1.先在步骤 C中所述中间隔离带或歩骤 A中所述挡条的一侧完成 机械压力注射填充材料的步骤， 并完成该侧缝口的后期处理；
E2.再在步骤 C中所述中间隔离带或歩骤 A中所述挡条的另一侧完 成机械压力注射填充材料的步骤， 并完成该侧缝口的后期处理。
7. 根据权利要求 2或 3所述建筑门窗洞口与通用附框或边框压力注 射填缝的施工工艺， 其特征在于： 步骤 E中， 在步骤 C中所述中 间隔离带或步骤 A中所述挡条两侧的填充材料机械压力注射工作 是同时完成， 并同时完成两侧缝口的后期处理。
8. 根据权利要求 2所述建筑门窗洞口与通用附框或边框压力注射填 缝的施工工艺， 其特征在于： 步骤 C中所述的中间隔离保温材料 为保温防水材料。
9. 根据权利要求 8所述建筑门窗洞口与通用附框或边框压力注射填 缝的施工工艺， 其特征在于： 步骤 C中所述的保温防水材料为发 泡保温防水填充材料。
10.根据权利要求 1至 5中任一项所述建筑门窗洞口与通用附框或边 框压力注射填缝的施工工艺， 其特征在于： 歩骤 E中所述机械压 力注射的填充材料为水泥砂浆。
11.根据权利要求 1至 5中任一项所述建筑门窗洞口与通用附框或边 框压力注射填缝的施工工艺， 其特征在于： 步骤 B中所述机械压 力注射的填充材料为填缝防水材料。
12.根据权利要求 2所述建筑门窗洞口与通用附框或边框压力注射填 缝的施工工艺， 其特征在于： 步骤 E中所述的机械压力注射填充 材料， 是在歩骤 C中所述中间隔离保温材料固化后开始进行的。
13.根据权利要求 2所述建筑门窗洞口与通用附框或边框压力注射填 缝的施工工艺， 其特征在于： 歩骤 E中所述的机械压力注射填充 材料，是在歩骤 C中所述中间隔离保温材料半固化后开始进行的。
14.根据权利要求 6所述建筑门窗洞口与通用附框或边框压力注射填 缝的施工工艺， 其特征在于： 步骤 E1是在步骤 C完成注入中间隔 离保温材料后马上进行的； 而步骤 E2是在步骤 E1中所注射的填 充材料完全固化后开始进行的。
15.根据权利要求 4所述建筑门窗洞口与通用附框或边框压力注射填 缝的施工工艺， 其特征在于： 步骤 D中还分为以下分步骤：
D1.将组合模板安装在门窗附框或边框与洞口的缝口处后，调整相 对两边组合模板的中间连杆， 先调整两个相对边的组合模板， 使 组合模板中模板的一侧边缘抵在墙体预留洞口的墙体侧面上， 并 做好防松措施， 然后将欲密封侧的模板压紧， 使其贴紧门窗附框 或边框的侧面；
D2.完成步骤 D1后， 按步骤 D1 的方式接着完成另外两相对边的 模板调整， 四边的模板将门窗四周的一侧缝隙密封。
16.根据权利要求 15所述建筑门窗洞口与通用附框或边框压力注射 填缝的施工工艺， 其特征在于： 步骤 D1和步骤 D2中， 连接相对 两边的中间连杆上加设连杆长度调整机构， 用以调整该连杆的长 度， 以适应不同尺寸洞口的需要。
17.根据权利要求 16所述建筑门窗洞口与通用附框或边框压力注射 填缝的施工工艺， 其特征在于： 所述中间连杆为两段式的刚性连 杆， 两段连杆的一端分别连接组合模板， 而两段连杆的另外一段 分别设有旋向相反的螺紋， 所述连杆长度调整机构为两端分别设 有旋向相反的内螺紋， 中间为中空的连杆。
18.根据权利要求 4、 15至 17中任一项所述建筑门窗洞口与通用附框 或边框压力注射填缝的施工工艺， 其特征在于： 步骤 D中所述组 合模板包括叉形扣具和模板，所述叉形扣具的一面设有调整机构， 使模板压紧门窗附框或边框的侧面。
19.根据权利要求 18所述建筑门窗洞口与通用附框或边框压力注射 填缝的施工工艺， 其特征在于： 步骤 D中所述组合模板为至少一 面为平面的模板。
20.根据权利要求 4、 15至 17中任一项所述建筑门窗洞口与通用附框 或边框压力注射填缝的施工工艺， 其特征在于： 步骤 D中所述模 板为木质或钢质模板。
21.根据权利要求 3所述建筑门窗洞口与通用附框或边框压力注射填 缝的施工工艺， 其特征在于： 步骤 A中， 在所述通用附框或边框 的周边设置卡槽， 所述挡条沿着所述通用附框或边框的周边卡扣 在所述卡槽内。
22.根据权利要求 1至 5中任一项所述建筑门窗洞口与通用附框或边 框压力注射填缝的施工工艺， 其特征在于： 步骤 B中， 在所述洞 口的墙体上设置连接件， 所述连接件包括用于固定所述通用附框 或边框的卡点。
23.根据权利要求 3或 21所述建筑门窗洞口与通用附框或边框压力注 射填缝的施工工艺， 其特征在于： 步骤 A中所述的挡条为三元乙 丙止水密封胶条。
24.根据权利要求 1至 5、 8、 9、 12、 13、 15至 17中任一项所述建筑 门窗洞口与通用附框或边框压力注射填缝的施工工艺， 其特征在 于： 歩骤 E中建筑门窗洞口与通用附框或边框间隙中采用机械压 力注射填充材料， 缝口的后期处理采用手工批挡。
PCT/CN2009/074100 2009-04-21 2009-09-22 建筑门窗洞口与通用附框或边框压力注射填缝的施工工艺 WO2010121461A1 (zh)

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