CN107165310A - The cast-in-place sandwich thermal insulated shear wall of steel wire net rack and its construction method - Google Patents
The cast-in-place sandwich thermal insulated shear wall of steel wire net rack and its construction method Download PDFInfo
- Publication number
- CN107165310A CN107165310A CN201710440700.6A CN201710440700A CN107165310A CN 107165310 A CN107165310 A CN 107165310A CN 201710440700 A CN201710440700 A CN 201710440700A CN 107165310 A CN107165310 A CN 107165310A
- Authority
- CN
- China
- Prior art keywords
- floor
- steel wire
- wall
- wire net
- shaped
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 100
- 239000010959 steel Substances 0.000 title claims abstract description 100
- 238000010276 construction Methods 0.000 title claims abstract description 31
- 238000009413 insulation Methods 0.000 claims abstract description 115
- 210000001015 abdomen Anatomy 0.000 claims abstract description 20
- 238000010792 warming Methods 0.000 claims description 42
- 210000000481 breast Anatomy 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000011065 in-situ storage Methods 0.000 claims description 6
- 210000003205 muscle Anatomy 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 238000007596 consolidation process Methods 0.000 claims description 4
- 238000012423 maintenance Methods 0.000 claims description 3
- 238000005336 cracking Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract 1
- 239000004698 Polyethylene Substances 0.000 description 6
- -1 polyethylene Polymers 0.000 description 6
- 229920000573 polyethylene Polymers 0.000 description 6
- 230000006378 damage Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- UHOVQNZJYSORNB-UHFFFAOYSA-N Benzene Chemical compound C1=CC=CC=C1 UHOVQNZJYSORNB-UHFFFAOYSA-N 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000008602 contraction Effects 0.000 description 2
- 230000002035 prolonged effect Effects 0.000 description 2
- 239000000565 sealant Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 208000037656 Respiratory Sounds Diseases 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
-
- 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
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
- E04B2/845—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising a wire netting, lattice or the like
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Building Environments (AREA)
Abstract
The present invention relates to a kind of cast-in-place sandwich thermal insulated shear wall of steel wire net rack and its construction method, the abdomen silk of wire net frames core heated board used in shear wall is raw silk rings, horizontal resiliency support sets one every a floor, it includes the vertical additional bar and multiple horizontally disposed U-shaped dowels of multiple horizontal interval arrangements, U-shaped dowel is inserted on an insulation cushion block, it is divided into two layers of consistency from top to bottom, level is spaced in every layer, insulation cushion block is horizontal-extending be placed in above and below between two wire net frames core heated boards, in the arm of U-shaped dowel and U-shaped bottom are consolidated in respectively, in siphonal lobe wall, additional bar upper and lower ends be fixedly arranged at respectively above and below two floors siphonal lobe within the walls.Insulation cushion block and U-shaped dowel are first installed during horizontal resiliency Construction of Supporting, then align installation wire net frames core heated board, and the vertical additional bar top for making its outside steel wire pre-buried with next floor is connected.The present invention can solve the problems, such as siphonal lobe wall cracking, disengaging, and be particularly suitable for use in skyscraper.
Description
Technical field
The present invention relates to the cast-in-place sandwich thermal insulated shear wall of one kind and its construction method, be particularly suitable for use in skyscraper.
Background technology
The existing wall much built is realized light using battenboard of the wire net frames core heated board as wall
Quantify and the structural thermal insulation of wall is integrated.The wire net frames core heated board generally used at present is by middle warming plate, position
In the steel wire of warming plate both sides and some through the warming plate and the oblique cutting abdomen that is welded to connect in the steel wire of both sides
Silk composition.Oblique cutting abdomen silk constitutes numerous small triangular elements, therefore this steel wire net rack sandwich with both sides steel wire
The structural rigidity of warming plate is good, but also brings a drawback, the i.e. transmission to deformation simultaneously and serve effect of contraction.For adopting
With the exterior wall of the external wall of this wire net frames core heated board, particularly skyscraper, due to the outdoor environment temperature difference often
All very big, steel wire dilatation is big, and the effect of contraction of above-mentioned small triangular element causes deformation often can not normally to be transmitted,
It thus can frequently result in the destruction of steel wire, siphonal lobe wall metope and trickle crack, even cracking destruction occur, such case is
It is more prominent on skyscraper.
The content of the invention
In order to solve the above problems, the invention provides a kind of cast-in-place sandwich thermal insulated shear wall of steel wire net rack and its construction party
Method, can utilize the good characteristics such as light weight, the non-ignitable, insulation of wire net frames core heated board, moreover it is possible to can adapt to siphonal lobe wall
Larger circumstance of temperature difference and be unlikely to destruction, be allowed to be applied to skyscraper.
Main technical schemes of the present invention are：
A kind of sandwich thermal insulated shear wall of cast-in-place steel wire net rack, including wire net frames core heated board and it is fixedly arranged at the steel wire net rack
The cast-in-place concrete internal lobe wall and siphonal lobe wall of sandwich thermal insulation board both sides, the wire net frames core heated board include warming plate, point
Not Wei Yu the inside and outside both sides of warming plate inner side steel wire and outside steel wire, it is and some through the warming plate and welding
The abdomen silk between the steel wire of medial and lateral is connected in succession, and the abdomen silk is provided with perpendicular to medial and lateral steel wire every a floor
One horizontal resiliency support, every a floor provided with a horizontal temperature seam, the horizontal resiliency support and the level temperature
Degree seam is successively arranged alternately, and each horizontal resiliency support is arranged on neighbouring two wire net frames core heated boards
Between, including cushion block, multiple levels are incubated to the U-shaped dowel and multiple vertical additional bars extended vertically of setting, heat keeper
The steel wire net rack that block is arranged on the wire net frames core heated board and adjacent next floor of This floor is sandwich thermal insulated
Between plate, and it is horizontal-extending along metope bearing of trend, and two arms of each U-shaped dowel are inserted in the insulation cushion block
On, the U-shaped bottom that the U-shaped dowel is located at the outside of the insulation cushion block is consolidated in the siphonal lobe wall of This floor, the U-shaped anchor
The arm that muscle is located at the inner side of the insulation cushion block is consolidated in the internal lobe wall of This floor or in internal lobe wall and cast-in-situ floor, described
Each described U-shaped dowel that U-shaped dowel is divided among two layers of consistency from top to bottom, every layer is arranged along metope bearing of trend horizontal interval
Hithermost four arms are waled by spaced twice stirrup on row, adjacent four U-shaped dowels, are bound round described in twice
Muscle is respectively positioned on the outside of the insulation cushion block, and is consolidated in the siphonal lobe of This floor within the walls, and the vertical additional bar prolongs along metope
The arrangement of direction horizontal interval is stretched, its upper and lower part is fixedly arranged in the siphonal lobe wall of This floor and adjacent next floor respectively.
The arm of U-shaped dowel is long described in the arm lower layer of the U-shaped dowel at the middle and upper levels for the horizontal resiliency support, and on
The arm of the layer U-shaped dowel is preferably consolidated in the internal lobe wall of This floor and cast-in-situ floor, the arm of U-shaped dowel described in lower floor
Can only it be consolidated in the internal lobe wall of This floor.
The termination of the arm of U-shaped dowel described in lower floor is provided with anchor head, U-shaped dowel described in upper strata in the horizontal resiliency support
The termination of arm set or be not provided with anchor head.
Corresponding to level of the vertical additional bar than the vertical additional bar corresponding to breast of wall between windows
It is spaced intensive.
The sandwich thermal insulated shear wall of cast-in-place steel wire net rack is additionally provided with vertical elastic support, and the vertical elastic support is set
Between the left and right two neighboring wire net frames core heated board for wall between windows, and with exterior wall where it
Interior wall position is corresponding, including thermal insulation strip plate, multiple levels are attached to the U-shaped dowel and multiple horizontal-extending transverse directions of setting
Plus reinforcing bar, the thermal insulation strip plate is arranged between the two neighboring wire net frames core heated board in left and right, and is prolonged along metope
Stretch that direction is vertically extending, two arms of each U-shaped dowel are inserted on the thermal insulation strip plate, and the U-shaped dowel is located at
The U-shaped bottom in the outside of the thermal insulation strip plate is consolidated in siphonal lobe wall, and the U-shaped dowel is located at the inner side of the thermal insulation strip plate
Arm be consolidated in internal lobe wall and the cast-in-place interior wall vertical with internal lobe wall in, the U-shaped dowel is vertically spaced along metope bearing of trend
Arrangement, each horizontal additional bar is connected on the U-shaped bottom of a U-shaped dowel, the horizontal additional bar
Left part and right part are fixedly arranged in the siphonal lobe wall corresponding to two wire net frames core heated boards in left and right respectively.
The spacing of the two neighboring vertical elastic support is not more than 10m on same wall.
A kind of sandwich thermal insulated shear wall construction method of cast-in-place steel wire net rack, every one horizontal resiliency branch of a storey setting
Support, every one horizontal temperature seam of a storey setting, the horizontal resiliency support and horizontal temperature seam are successively alternately set
Put in the height corresponding with each storey floors；The steel wire net rack folder for installing the floor is first aligned during each floor main body construction
Core warming plate, then installs the inner side template of wall and the slab form of outboard template and This floor, in the steel wire net rack
Between sandwich thermal insulation board and outboard template, the slab form of the wire net frames core heated board and inner side template and This floor it
Between pour into a mould concrete respectively, after maintenance formed This floor siphonal lobe wall, internal lobe wall and floor, wherein internal lobe wall and floor consolidation is
One entirety, the wire net frames core heated board used includes warming plate, respectively positioned at the inside and outside both sides of the warming plate
Inner side steel wire and outside steel wire, it is and some through the warming plate and the abdomen that is welded in the steel wire of medial and lateral
Silk, the abdomen silk is perpendicular to medial and lateral steel wire；
For needing to set during the floor construction of the horizontal resiliency support, insulation cushion block and some U-shaped dowels are first installed, then it is right
The wire net frames core heated board of the floor is installed in position, and the insulation cushion block is placed on next floor wall, described to protect
Warm cushion block is set along metope bearing of trend horizontal full-length, and two arms of the U-shaped dowel are all inserted on the insulation cushion block, institute
U-shaped dowel is stated to be horizontally disposed with, the U-shaped dowel be divided into above and below each described U-shaped dowel among two layers, every layer extend along metope
Direction horizontal interval is arranged, and the U-shaped bottom of the U-shaped dowel is located at the outside of the insulation cushion block, the arm of the U-shaped dowel
Hithermost four arms on the inner side of the insulation cushion block, every four adjacent U-shaped dowels up and down are reached to pass through
Spaced twice stirrup links together, and the stirrup is respectively positioned on the outside of the insulation cushion block, by the outer of next floor
Leaf pre-buried each vertical additional bar extended vertically and the respective institute arranged along metope bearing of trend horizontal interval within the walls
Corresponding the U-shaped dowel or stirrup are fixedly connected, and the top of each vertical additional bar and the steel wire net rack are pressed from both sides
The outside steel wire of core warming plate is fixedly connected；
For needing to set during the floor construction of the horizontal temperature seam, install before corresponding template, by the steel wire net rack sandwich
The top of the outside steel wire of warming plate and the bottom of some vertical additional bars extended vertically are fixed, and are made described vertical attached
Plus the top of reinforcing bar is reached in the scope of design of siphonal lobe wall of a floor, the vertical additional bar is along metope bearing of trend water
It is flat to be spaced.
The arm of U-shaped dowel is long described in the arm lower layer of the U-shaped dowel at the middle and upper levels for the horizontal resiliency support, upper strata
In the scope of design for the floor that the arm of the U-shaped dowel reaches This floor.
When the vertical additional bar being installed on the top of the outside steel wire of the wire net frames core heated board, correspondence
In upper floor wall between windows scope the vertical additional bar than corresponding to the described vertical attached of upper floor breast scope
Plus the horizontal interval dense arrangement of reinforcing bar.
Along metope horizontal direction every setting one no more than 10m and with the relative position of the interior wall of place exterior wall
Individual vertical elastic support, in same floor construction, when needing to set the vertical elastic to support, is installing the phase of the floor
Answer before template, thermal insulation strip plate and some U-shaped dowels be installed, the thermal insulation strip plate and the wire net frames core heated board are contour,
The thermal insulation strip plate is set vertically to be installed between two wire net frames core heated boards in left and right, two of the U-shaped dowel
Arm is all inserted on the thermal insulation strip plate, the U-shaped dowel be horizontally disposed with, the U-shaped dowel along metope bearing of trend it is vertical between
Every arrangement, the U-shaped bottom of the U-shaped dowel is located at the outside of the thermal insulation strip plate, and the arm of the U-shaped dowel reaches the guarantor
The inner side of warm batten, fixes a horizontal additional bar, makes institute respectively on the U-shaped bottom of all or part of U-shaped dowel
Horizontal additional bar is stated to be spaced along above and below the whole height of the thermal insulation strip plate, and its left part and right part reach respectively it is left,
In the scope of design of siphonal lobe wall corresponding to right two wire net frames core heated boards.
The beneficial effects of the invention are as follows：
Due to using abdomen silk perpendicular to medial and lateral steel wire wire net frames core heated board as cast-in-place shear wall sandwich
Plate, small triangular element is replaced by rectangular element, therefore because the dilatation of steel wire caused by the temperature difference can be passed effectively
Pass, be unlikely to cause the crackle or cracking destruction of siphonal lobe wall.
Calculated by designing, every one horizontal temperature seam of a storey setting, as long as coordinating suitable horizontal temperature seam
Structural parameters, just can both meet temperature deformation requirement, and set a horizontal temperature seam to significantly simplify construction than every layer, carry
High speed of application, has saved cost.
It is to be set between the exterior wall of two neighbouring floors, the exterior wall of the two floors between every two horizontal temperatures seam
A horizontal resiliency support is put, i.e., described horizontal resiliency support and horizontal temperature seam are successively arranged alternately, and use the level
The siphonal lobe wall " being hung under pop-up " by the siphonal lobe wall of floor where it and next floor is flexibly supported on internal lobe wall, makes them relative
Design attitude is effectively and stably fixed in internal lobe wall.
The setting of the insulation cushion block and thermal insulation strip plate effectively disconnects inside and outside leaf wall, on the one hand prevents heat from passing through mixed
The solidifying incoming internal lobe wall of soil layer and interior wall, make them be influenceed from the temperature difference, are on the other hand to make the branch of horizontally and vertically both direction
Support has " elasticity ".The siphonal lobe wall of two neighboring outer wall of floor is connected into an entirety by the horizontal resiliency support, works as experience
During the large deformation situation such as earthquake, the elasticity of the horizontal resiliency support itself is embodied, and thus allows two layers of siphonal lobe wall relative
Internal lobe wall carries out moving up and down for entirety, so as to reduce or prevent the local failure of siphonal lobe wall, its integrality is kept as far as possible.Together
Reason, the vertical elastic support can allow the siphonal lobe wall by its connection to be moved relative to internal lobe wall along metope horizontal direction.
Brief description of the drawings
Fig. 1 is the facade structures schematic diagram of one embodiment of the present of invention；
Fig. 2 is the sectional view for the overlook direction that the horizontal resiliency is supported；
Fig. 3 is Fig. 1 A-A sectional views；
Fig. 4 is Fig. 1 B-B sectional views；
Fig. 5 is the sectional view for the overlook direction that the vertical elastic is supported.
Embodiment
The invention provides a kind of cast-in-place sandwich thermal insulated shear wall of steel wire net rack, as Figure 1-5, including steel wire net rack is pressed from both sides
Core warming plate 1 and the cast-in-place concrete internal lobe wall 2 and siphonal lobe wall 3 for being fixedly arranged at the wire net frames core heated board both sides.It is described
Wire net frames core heated board include warming plate 1-1, respectively positioned at the inside and outside both sides of the warming plate inner side steel wire 1-2 and
Outside steel wire 1-3, and it is some through the warming plate and be welded to connect in the steel wire of medial and lateral abdomen silk 1-4, institute
Abdomen silk is stated perpendicular to medial and lateral steel wire.Using abdomen silk perpendicular to steel wire wire net frames core heated board, it is therein small by three
Corner shaped elements are replaced by rectangular element, can successfully be passed in steel wire net rack by the dilatation of steel wire caused by the temperature difference
Pass, therefore be unlikely to cause siphonal lobe wall cracking destruction.The abdomen silk preferably a diameter of 4mm stainless steel steel wire or zinc-coated wire.
Every a floor provided with a horizontal resiliency support 4, every a floor provided with a horizontal temperature seam 5, institute
State horizontal resiliency support and horizontal temperature seam is successively arranged alternately.On the premise of temperature deformation requirement is met, Mei Geyi
Individual one horizontal temperature seam of storey setting, construction can significantly be simplified by setting a horizontal temperature to stitch than every layer, be also eliminated a large amount of
The construction of waterproof structure for deformation seams, therefore speed of application is significantly improved, save cost.
The height of the wire net frames core heated board is generally equal to a floor height, and what each horizontal resiliency was supported sets
The height that height is put with the floor 6 of floor where it is corresponding, specific to the wire net frames core heated board, it may also be said to every
The individual horizontal resiliency support is arranged between neighbouring two wire net frames core heated boards.The horizontal resiliency branch
Support includes being incubated cushion block 4-3, U-shaped dowel 4-1 from multiple levels to setting and multiple vertical additional bar 4-2 extended vertically.
The insulation cushion block is arranged on the steel wire of the wire net frames core heated board and adjacent next floor of This floor
Between frame sandwich thermal insulation board, and it is horizontal-extending along metope bearing of trend.The insulation cushion block and two steel wires up and down
Warming plate contact in frame sandwich thermal insulation board, its position corresponds to the middle part of the warming plate in interior foreign side upwards.The level
Two arms of each U-shaped dowel of resilient support are inserted on the insulation cushion block.The U-shaped dowel is exposed at the guarantor
The U-shaped bottom in the outside of warm cushion block is consolidated in the siphonal lobe wall of This floor, and the U-shaped dowel is exposed at the inner side of the insulation cushion block
Arm be consolidated in the internal lobe wall of This floor or in internal lobe wall and cast-in-situ floor.Calculated according to design, if the U-shaped dowel
Anchorage length it is longer, then the end of its arm will be consolidated in the cast-in-situ floor.
The U-shaped dowel is divided into each described U-shaped dowel among two layers, every layer of consistency from top to bottom along metope bearing of trend
Horizontal interval is arranged.The vertical additional bar is arranged along metope bearing of trend horizontal interval, and its upper and lower ends is fixedly arranged at respectively
The siphonal lobe of This floor and adjacent next floor is within the walls.Up and down on the adjacent four U-shaped dowels closest to four arm
Portion is preferably waled by spaced twice rectangle hoop 4-4 on inside and outside direction, so that by each U-shaped dowel in level side
An entirety is connected up into, also contributes to prevent the left and right changing of the relative positions between the siphonal lobe wall of adjacent two floor to a certain extent.Two
Stirrup described in road is respectively positioned on the outside of the insulation cushion block, and is consolidated in the siphonal lobe of This floor within the walls.The vertical additional bar
Arranged along metope bearing of trend horizontal interval, its upper and lower part is fixedly arranged at the siphonal lobe wall of This floor and adjacent next floor respectively
It is interior.Inner side of the vertical additional bar preferably from the U-shaped bottom of the U-shaped dowel is passed through.
The horizontal resiliency support is by the siphonal lobe wall " being hung under pop-up " of the siphonal lobe wall of This floor and next floor in internal lobe wall
On, them is securely fixed in design attitude.In addition, the horizontal resiliency support connects into the siphonal lobe wall of adjacent two floor
One entirety, when when the large deformation situations such as earthquake are met with, the siphonal lobe wall of two floors is moved up and down together.
In the horizontal resiliency support, the arm that U-shaped dowel described in upper strata is located on the inside of insulation cushion block is preferably consolidated in this
In the internal lobe wall and cast-in-situ floor of floor, the arm of U-shaped dowel can be isometric with upper strata described in lower floor, can also be shorter than upper strata,
Correspondingly, the arm that U-shaped dowel described in lower floor is located on the inside of insulation cushion block can be only consolidated in the internal lobe wall of This floor.
The termination of the arm of U-shaped dowel described in lower floor is provided with anchor head 4-5, U-shaped described in upper strata in the horizontal resiliency support
The termination of the arm of dowel sets or is not provided with the anchor head.The arm in the U-shaped dowel can be passed through in the present embodiment
Termination sets external screw thread, and the nut that spins on the external screw thread forms the anchor head.The anchor head is not essential part,
When the anchorage length of the U-shaped dowel disclosure satisfy that requirement, then can be not provided with the anchor head, but if by internal lobe wall thickness,
The influence of the height of the relatively described U-shaped dowel of slab thickness, floor etc., the length of the U-shaped dowel is unable to reach the anchor of requirement
Gu length, then need to set the anchor head, improve anchor force.
Corresponding to wall between windows the vertical additional bar preferably than the vertical additional bar corresponding to breast
Horizontal interval arranges more crypto set.
The sandwich thermal insulated shear wall of cast-in-place steel wire net rack is additionally provided with vertical elastic support 7, and the vertical elastic support is set
Put between the left and right two neighboring wire net frames core heated board for wall between windows, and preferably with where it
The position of interior wall 13 of exterior wall is corresponding.The vertical elastic support includes the U of thermal insulation strip plate 7-3, multiple levels to setting
Shape dowel 7-1 and multiple horizontal-extending horizontal additional bar 7-2.The thermal insulation strip plate is arranged on the two neighboring steel in left and right
Between screen frame sandwich thermal insulation board, and it is vertically extending along metope bearing of trend.Two steel of the thermal insulation strip plate and left and right
Warming plate contact in screen frame sandwich thermal insulation board, its position corresponds to the middle part of the warming plate in interior foreign side upwards.Each
Two arms of the U-shaped dowel are inserted on the thermal insulation strip plate, and the U-shaped dowel is exposed at the outside of the thermal insulation strip plate
U-shaped bottom is consolidated in siphonal lobe wall, the arm of the inner side that the U-shaped dowel is exposed at the thermal insulation strip plate be consolidated in internal lobe wall and with
In the vertical cast-in-place interior wall of internal lobe wall.The U-shaped dowel is vertically spaced along metope bearing of trend, and each transverse direction is added
Bar connecting is on the U-shaped bottom of a U-shaped dowel, and the left part and right part of the horizontal additional bar are fixedly arranged at a left side respectively
In siphonal lobe wall corresponding to right two wire net frames core heated boards.
Similar with horizontal resiliency support, the vertical elastic support is sandwich thermal insulated by the steel wire net rack of left and right two
Each corresponding siphonal lobe wall links together plate, generally, can prevent their moving horizontally along metope, further
Ensure that siphonal lobe wall is stably maintained on design attitude.But in the case of the large deformation such as earthquake are met with, the vertical elastic support
Left and right two parts siphonal lobe wall horizontal synchronization is allowed to move, to keep the integrality of siphonal lobe wall as much as possible.
The termination of the part or all of arm of U-shaped dowel is provided with anchor head 7-4 described in the vertical elastic support, anchor head
Set-up mode is supported with effect with the horizontal resiliency.
The cross-sectional dimensions of the insulation cushion block and thermal insulation strip plate are preferably 50 × 150mm.Wherein 150mm has corresponded to described
It is incubated above and below cushion block and the distance between two wire net frames core heated boards of the thermal insulation strip plate or so.The insulation
Cushion block is preferred to use with thermal insulation strip plate and gathered with the warming plate identical material in the wire net frames core heated board, such as molding
Benzene warming plate, with preferable insulation, fire resistance.
The spacing of the two neighboring vertical elastic support is preferably no greater than 10m on the same face wall, to ensure vertical bullet
The performance of property supporting role.
The sandwich thermal insulated shear wall of cast-in-place steel wire net rack is additionally provided with vertical temperature joint 8, and the horizontal temperature is stitched and vertical
Temperature joint（It is referred to as temperature joint）In be provided with U-shaped waterstop 9, the U-shaped bottom of the U-shaped waterstop is fitted in relevant temperature seam
On the wall of inner end, the two side of the U-shaped of the U-shaped waterstop is glued respectively on the wall of relevant temperature seam both sides, the U-shaped
The outside of waterstop is filled with polyethylene foamed backing pipe or polyethylene foamed backing rod 10 after elastic deformation, with the U-shaped
Waterstop is not contacted, and is blocked at the outermost end opening of relevant temperature seam with building sealant 11.The building sealant and foaming
Polyethylene backing pipe（Or polyethylene foamed backing rod）It is substantially prevented from water and enters temperature joint.Even if water once enters temperature
Seam, due to the protection of the U-shaped waterstop, still will not be entered in the insulation material of temperature joint inner end, and can also be in institute
State U-shaped waterstop and the polyethylene foamed backing pipe（Or polyethylene foamed backing rod）Between drainage channel be smoothly discharged out
Temperature joint, thus the waterproof ability of the temperature joint be significantly improved.
The steel fabric sheet 12 of L-shaped is consolidated with the both sides concrete layer of the temperature joint, the concrete layer of L-shaped is played plus
Gu effect.
The U-shaped dowel during the horizontal resiliency support and vertical elastic are supported is preferred to use the stainless of a diameter of 10mm
Steel is made, wherein the U-shaped dowel that the U-shaped dowel of horizontal resiliency support can be supported than the vertical elastic is more
It is wide.The stainless steel that the vertical additional bar and horizontal additional bar are preferred to use a diameter of 6mm is made.
200mm, correspondence are preferably spaced between each described U-shaped dowel among every layer of the horizontal resiliency support
In the horizontal interval of the vertical additional bar of wall between windows be preferably 150mm, corresponding to the vertical additional steel of breast
The horizontal interval of muscle is preferably 200mm.
The interval between interval and the horizontal additional bar described in the vertical elastic support between U-shaped dowel is excellent
Elect 200mm as.
The wire net frames core heated board is preferred to use the steel wire net rack folder with additional steel wire or other similar structures
Core warming plate, by taking additional steel wire as an example, additional fixation with steel wire positioned at the abdomen of the warming plate corresponding side silk on and and warming plate
The big face of corresponding side fit, with ensure cast when warming plate will not along abdomen silk play.
It is above-mentioned cast-in-place for realizing present invention also offers a kind of cast-in-place sandwich thermal insulated shear wall construction method of steel wire net rack
The sandwich thermal insulated shear wall of steel wire net rack.The construction method will be every the one horizontal resiliency support 4 of a storey setting, every one
One horizontal temperature seam 5 of storey setting, the horizontal resiliency support and horizontal temperature seam are successively disposed alternately at and each building
In the corresponding height of floor plate.The wire net frames core heated board 1 for installing the floor is first aligned during each floor main body construction,
Then inner side template and outboard template are respectively mounted in the inside and outside both sides of the wire net frames core heated board, and this is installed
The slab form of floor, between the wire net frames core heated board and outboard template, the wire net frames core heated board
Between inner side template and the slab form of This floor distinguish cast-in-place concrete, after maintenance formed This floor siphonal lobe wall 3,
Internal lobe wall 2 and floor, wherein internal lobe wall and floor form for once-cast, therefore consolidation is an entirety.What is used is described
Wire net frames core heated board include warming plate 1-1, respectively positioned at the inside and outside both sides of the warming plate inner side steel wire 1-2 and
Outside steel wire 1-3, and it is some through the warming plate and be welded in the steel wire of medial and lateral abdomen silk 1-4, the abdomen
Silk is perpendicular to medial and lateral steel wire.Medial and lateral steel mesh is fixedly arranged in inside and outside leaf wall respectively.
For needing to set during the floor construction of the horizontal resiliency support, the area with foregoing each floor main body construction
Part is not：Insulation cushion block 4-3 and some U-shaped dowel 4-1 is first installed, then aligns the steel wire net rack sandwich for installing the floor
Warming plate.It is described insulation cushion block be placed on next floor wall, the warming plate in specifically next floor wall it is upper
On end face.The insulation cushion block is set along metope bearing of trend horizontal full-length, and two arms of the U-shaped dowel are all inserted in described
Be incubated on cushion block, the U-shaped dowel is horizontally disposed with, the U-shaped dowel be divided into above and below each described U-shaped among two layers, every layer
Dowel is arranged along metope bearing of trend horizontal interval.The U-shaped bottom of the U-shaped dowel is located at the outside of the insulation cushion block, institute
The arm for stating U-shaped dowel reaches the inner side of the insulation cushion block.Upper strata U-shaped dowel is longer, and its arm reaches the floor of This floor
In template, U-shaped bottom is all fixedly arranged in siphonal lobe wall after cast concrete, within the insulation cushion block of upper strata U-shaped dowel
Arm is fixedly arranged at internal lobe wall and in floor, the arm within the insulation cushion block of lower floor's U-shaped dowel is fixedly arranged in internal lobe wall.Often
Hithermost four arms are set by being spaced in welding or colligation inward-outward direction on four adjacent U-shaped dowels up and down
The twice rectangle hoop 4-4 put links together, and the stirrup is respectively positioned on the outside of the insulation cushion block.The siphonal lobe of next floor
The vertical additional bar 4-2 of each vertical extension arranged along metope bearing of trend horizontal interval is embedded with the walls.Institute is installed
When stating the wire net frames core heated board of U-shaped dowel, stirrup and This floor, when should try one's best the vertical additional bar with
The U-shaped bottom of the corresponding U-shaped dowel or outer stirrup are affixed merging and fixed, and by each vertical additional bar
Top be affixed to merge with the outside steel wire of the wire net frames core heated board of This floor and be fixedly connected, such as colligation connects
Connect.Can the termination of the arm of the U-shaped dowel can set or be not provided with anchor head, specifically reach anchoring according to the length of arm
Depending on length requirement.The wire net frames core heated board of the floor is placed on the top surface of the insulation cushion block.
For needing to set during the floor construction of the horizontal temperature seam, the difference with foregoing each floor main body construction
Part is：Install before corresponding template, the top of the outside steel wire of the wire net frames core heated board is prolonged vertically with some
The vertical additional bar 4-2 stretched bottom is fixed, such as colligation or welding, and reaches the top of the vertical additional bar
In the scope of design of the siphonal lobe wall of one floor, the vertical additional bar is arranged along metope bearing of trend horizontal interval.This floor
Pour into a mould after concrete, vertical additional bar will be cemented in siphonal lobe wall.The vertical additional bar is exactly the level of a upper floor
The vertical additional bar of resilient support, the siphonal lobe for applying man-hour requirement in next floor is pre-buried within the walls.
The sandwich thermal insulated shear wall of cast-in-place steel wire net rack can also set vertical temperature joint, and the horizontal temperature is stitched and perpendicular
It can be reserved to temperature joint according to existing construction method.
When the vertical additional bar being installed on the top of the outside steel wire of the wire net frames core heated board, correspondence
In upper floor wall between windows scope the vertical additional bar than corresponding to the described vertical attached of upper floor breast scope
Plus the horizontal interval dense arrangement of reinforcing bar.For example, the row of the vertical additional bar corresponding to upper floor wall between windows scope
Column pitch is 150mm, and the arrangement spacing corresponding to the vertical additional bar of upper floor breast scope is 200mm.
Along metope horizontal direction every setting one no more than 10m and with the relative position of the interior wall of place exterior wall
Individual vertical elastic support 7.If exterior wall is outer vertical wall, then be then interior cross wall with the corresponding interior wall of vertical elastic support.
In same floor construction, when needing to set the vertical elastic to support, before the corresponding template of the floor is installed, installs and protect
Warm batten 7-3 and some U-shaped dowel 7-1.The thermal insulation strip plate and the wire net frames core heated board are contour, make the insulation
Batten is vertically installed between two wire net frames core heated boards in left and right, the left and right sides and the left and right of the thermal insulation strip plate
Warming plate contact in two wire net frames core heated boards, its position is in interior foreign side upwards corresponding to the warming plate
Middle part.Two arms of the U-shaped dowel are all inserted on the thermal insulation strip plate.The U-shaped dowel is horizontally disposed with, the U-shaped anchor
Muscle is vertically spaced along metope bearing of trend, and the U-shaped bottom of the U-shaped dowel is exposed at the outside of the thermal insulation strip plate, the U
The arm of shape dowel reaches the inner side of the thermal insulation strip plate.It is solid respectively on the U-shaped bottom of all or part of U-shaped dowel
A fixed horizontal additional bar 7-2, makes the horizontal additional bar be spaced along above and below the whole height of the thermal insulation strip plate, institute
The left part and right part for stating horizontal additional bar reach siphonal lobe corresponding to left and right two wire net frames core heated boards respectively
In the scope of design of wall.After cast-in-place concrete, the horizontal additional bar will be cemented in siphonal lobe wall.The U-shaped dowel
The termination of arm can set or be not provided with anchor head, specifically depending on can the length of arm reach anchorage length requirement.Such as
Fruit arm is longer, and the arm end of the U-shaped dowel will be anchored in corresponding interior wall.
The erection sequence of insulation cushion block and the U-shaped dowel can be following any one described in the horizontal resiliency support
Kind：（1）First the insulation cushion block is placed on next floor wall, then the U-shaped dowel is inserted in the insulation cushion block
On；（2）First the U-shaped dowel is inserted on the insulation cushion block, then the insulation cushion block for being inserted with the U-shaped dowel is disposed
On next floor wall；（3）First a part of U-shaped dowel is inserted on the insulation cushion block, then part institute will be inserted with
The insulation cushion block for stating U-shaped dowel is placed on next floor wall, and the remaining U-shaped dowel finally is inserted in into the guarantor
On warm cushion block.Specific visual execute-in-place comfort level is determined.
It is similar, the erection sequence of thermal insulation strip plate and the U-shaped dowel described in the vertical elastic support can be with
Descend any one：（1）First the thermal insulation strip plate is placed between two wire net frames core heated boards in left and right, then by institute
U-shaped dowel is stated to be inserted on the thermal insulation strip plate；（2）First the U-shaped dowel is inserted on the thermal insulation strip plate, then will be inserted with described
The thermal insulation strip plate of U-shaped dowel is placed between two wire net frames core heated boards in left and right；（3）First by a part of institute
State U-shaped dowel to be inserted on the thermal insulation strip plate, then the thermal insulation strip plate for being inserted with the part U-shaped dowel is placed in left and right two
Between the individual wire net frames core heated board, finally the remaining U-shaped dowel is inserted on the thermal insulation strip plate.
For needing to set anchor head in the termination of the arm of the U-shaped dowel, it is inserted into accordingly by the U-shaped dowel
The nut that spun again after on the insulation cushion block or insulation lath forms the anchor head.
The present invention can be used for skyscraper, can effectively solve the problems, such as cracking, the disengaging of siphonal lobe wall.
Claims (10)
1. a kind of sandwich thermal insulated shear wall of cast-in-place steel wire net rack, including wire net frames core heated board and it is fixedly arranged at the steel wire
The cast-in-place concrete internal lobe wall and siphonal lobe wall of frame sandwich thermal insulation board both sides, it is characterised in that the wire net frames core heated board bag
Warming plate is included, respectively positioned at the inner side steel wire and outside steel wire of the inside and outside both sides of the warming plate, and it is some through described
Warming plate and the abdomen silk being welded to connect between the steel wire of medial and lateral, the abdomen silk is perpendicular to medial and lateral steel wire, Mei Geyi
Individual floor is provided with the support of horizontal resiliency, every a floor provided with a horizontal temperature seam, the horizontal resiliency support and
The horizontal temperature seam is successively arranged alternately, and each horizontal resiliency support is arranged on neighbouring two steel wire net racks
Between sandwich thermal insulation board, including it is incubated cushion block, U-shaped dowel from multiple levels to setting and multiple vertical additional steel extended vertically
Muscle, the insulation cushion block is arranged on the steel wire of the wire net frames core heated board and adjacent next floor of This floor
Between rack sandwich thermal insulation board, and it is horizontal-extending along metope bearing of trend, and two arms of each U-shaped dowel are inserted in
On the insulation cushion block, the U-shaped dowel is consolidated in the siphonal lobe wall of This floor positioned at the U-shaped bottom in the outside of the insulation cushion block
In, the arm that the U-shaped dowel is located at the inner side of the insulation cushion block is consolidated in the internal lobe wall of This floor or internal lobe wall and existing
Pour in floor, the U-shaped dowel is divided into each described U-shaped dowel among two layers, every layer of consistency from top to bottom along metope extension side
Arranged to horizontal interval, hithermost four arms pass through spaced twice stirrup hoop on adjacent four U-shaped dowels
Firmly, stirrup described in twice is respectively positioned on the outside of the insulation cushion block, and is consolidated in the siphonal lobe of This floor within the walls, described vertical additional
Reinforcing bar is arranged along metope bearing of trend horizontal interval, and its upper and lower part is fixedly arranged at the outer of This floor and adjacent next floor respectively
In leaf wall.
2. the cast-in-place sandwich thermal insulated shear wall of steel wire net rack as claimed in claim 1, it is characterised in that the horizontal resiliency support
The arm of U-shaped dowel is long described in the arm lower layer of the U-shaped dowel at the middle and upper levels, and the arm consolidation of U-shaped dowel described in upper strata
In the internal lobe wall and cast-in-situ floor of This floor, the arm of U-shaped dowel is consolidated in the internal lobe wall of This floor described in lower floor.
3. the cast-in-place sandwich thermal insulated shear wall of steel wire net rack as claimed in claim 2, it is characterised in that the horizontal resiliency support
The termination of the arm of U-shaped dowel described in middle lower floor is provided with anchor head, and the termination of the arm of U-shaped dowel described in upper strata sets or is not provided with
Anchor head.
4. the cast-in-place sandwich thermal insulated shear wall of steel wire net rack as claimed in claim 3, it is characterised in that corresponding to the institute of wall between windows
State horizontal interval dense arrangement of the vertical additional bar than the vertical additional bar corresponding to breast.
5. the sandwich thermal insulated shear wall of cast-in-place steel wire net rack as described in claim 1,2,3 or 4, it is characterised in that be additionally provided with vertical
Resilient support, it is sandwich thermal insulated that the vertical elastic support is arranged on the left and right two neighboring steel wire net rack for wall between windows
Between plate, and corresponding with interior wall position of exterior wall where it, including thermal insulation strip plate, multiple levels are to setting
U-shaped dowel and multiple horizontal-extending horizontal additional bars, the thermal insulation strip plate are arranged on the two neighboring steel wire in left and right
Between frame sandwich thermal insulation board, and it is vertically extending along metope bearing of trend, and two arms of each U-shaped dowel are inserted in institute
State on thermal insulation strip plate, the U-shaped bottom that the U-shaped dowel is located at the outside of the thermal insulation strip plate is consolidated in siphonal lobe wall, the U-shaped
Dowel be located at the thermal insulation strip plate inner side arm be consolidated in internal lobe wall and the cast-in-place interior wall vertical with internal lobe wall in, the U
Shape dowel is vertically spaced along metope bearing of trend, and each horizontal additional bar is connected to the U of a U-shaped dowel
On shape bottom, the left part and right part of the horizontal additional bar are fixedly arranged at two wire net frames core heated boards in left and right respectively
In corresponding siphonal lobe wall.
6. the cast-in-place sandwich thermal insulated shear wall of steel wire net rack as claimed in claim 5, it is characterised in that adjacent two on same wall
The spacing of the individual vertical elastic support is not more than 10m.
7. a kind of sandwich thermal insulated shear wall construction method of cast-in-place steel wire net rack, it is characterised in that every one water of a storey setting
Flat resilient support, every one horizontal temperature seam of a storey setting, the horizontal resiliency support and horizontal temperature seam by
Layer is disposed alternately in the height corresponding with each storey floors；The steel for installing the floor is first aligned during each floor main body construction
Screen frame sandwich thermal insulation board, then installs the inner side template of wall and the slab form of outboard template and This floor, described
Between wire net frames core heated board and outboard template, the building of the wire net frames core heated board and inner side template and This floor
Concrete is poured into a mould between template die plate respectively, siphonal lobe wall, internal lobe wall and the floor of This floor, wherein internal lobe Qiang He buildings are formed after maintenance
Plate consolidation is an entirety, and the wire net frames core heated board used includes warming plate, respectively positioned at the warming plate
The inner side steel wire and outside steel wire of inside and outside both sides, and some through the warming plate and it is welded in medial and lateral steel wire
Between abdomen silk, abdomen silk is perpendicular to medial and lateral steel wire；
For needing to set during the floor construction of the horizontal resiliency support, insulation cushion block and some U-shaped dowels are first installed, then it is right
The wire net frames core heated board of the floor is installed in position, and the insulation cushion block is placed on next floor wall, described to protect
Warm cushion block is set along metope bearing of trend horizontal full-length, and two arms of the U-shaped dowel are all inserted on the insulation cushion block, institute
U-shaped dowel is stated to be horizontally disposed with, the U-shaped dowel be divided into above and below each described U-shaped dowel among two layers, every layer extend along metope
Direction horizontal interval is arranged, and the U-shaped bottom of the U-shaped dowel is located at the outside of the insulation cushion block, the arm of the U-shaped dowel
Hithermost four arms on the inner side of the insulation cushion block, every four adjacent U-shaped dowels up and down are reached to pass through
Spaced twice stirrup links together, and the stirrup is respectively positioned on the outside of the insulation cushion block, by the outer of next floor
Leaf pre-buried each vertical additional bar extended vertically and the respective institute arranged along metope bearing of trend horizontal interval within the walls
Corresponding the U-shaped dowel or stirrup are fixedly connected, and the top of each vertical additional bar and the steel wire net rack are pressed from both sides
The outside steel wire of core warming plate is fixedly connected；
For needing to set during the floor construction of the horizontal temperature seam, install before corresponding template, by the steel wire net rack sandwich
The top of the outside steel wire of warming plate and the bottom of some vertical additional bars extended vertically are fixed, and are made described vertical attached
Plus the top of reinforcing bar is reached in the scope of design of siphonal lobe wall of a floor, the vertical additional bar is along metope bearing of trend water
It is flat to be spaced.
8. the cast-in-place sandwich thermal insulated shear wall construction method of steel wire net rack as claimed in claim 7, it is characterised in that the level
The arm of U-shaped dowel is long described in the arm lower layer of the U-shaped dowel at the middle and upper levels for resilient support, the arm of U-shaped dowel described in upper strata
Portion is reached in the scope of design of the floor of This floor.
9. the cast-in-place sandwich thermal insulated shear wall construction method of steel wire net rack as claimed in claim 8, it is characterised in that in the steel
When the vertical additional bar is installed on the top of the outside steel wire of screen frame sandwich thermal insulation board, corresponding to upper floor wall between windows
Horizontal interval of the vertical additional bar of scope than the vertical additional bar corresponding to upper floor breast scope
Dense arrangement.
10. the sandwich thermal insulated shear wall construction method of cast-in-place steel wire net rack as described in claim 7,8 or 9, it is characterised in that edge
Metope horizontal direction on the relative position of the interior wall of place exterior wall every no more than 10m and with setting a vertical elastic
Support, in same floor construction, when needing to set the vertical elastic to support, before the corresponding template of the floor is installed,
Thermal insulation strip plate and some U-shaped dowels are installed, the thermal insulation strip plate and the wire net frames core heated board are contour, make the insulation
Batten is vertically installed between two wire net frames core heated boards in left and right, and two arms of the U-shaped dowel are all inserted in
On the thermal insulation strip plate, the U-shaped dowel is horizontally disposed with, and the U-shaped dowel is vertically spaced along metope bearing of trend, described
The U-shaped bottom of U-shaped dowel is located at the outside of the thermal insulation strip plate, and the arm of the U-shaped dowel reaches the interior of the thermal insulation strip plate
Side, fixes a horizontal additional bar, adds the transverse direction respectively on the U-shaped bottom of all or part of U-shaped dowel
Reinforcing bar is spaced along above and below the whole height of the thermal insulation strip plate, and its left part and right part are reached described in left and right two respectively
In the scope of design of siphonal lobe wall corresponding to wire net frames core heated board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710440700.6A CN107165310B (en) | 2017-06-13 | 2017-06-13 | Cast-in-place steel wire mesh frame sandwich heat-insulation shear wall and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710440700.6A CN107165310B (en) | 2017-06-13 | 2017-06-13 | Cast-in-place steel wire mesh frame sandwich heat-insulation shear wall and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107165310A true CN107165310A (en) | 2017-09-15 |
| CN107165310B CN107165310B (en) | 2020-01-21 |
Family
ID=59825160
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710440700.6A Active CN107165310B (en) | 2017-06-13 | 2017-06-13 | Cast-in-place steel wire mesh frame sandwich heat-insulation shear wall and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107165310B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403476A (en) * | 2018-11-06 | 2019-03-01 | 济南捷源新材料有限公司 | Novel anchoring piece, the cast-in-situ wall containing steel wire frame plate and construction technology |
| CN111502083A (en) * | 2020-01-21 | 2020-08-07 | 北京首钢建设集团有限公司 | Method for preventing C L plate from shifting |
| CN111851857A (en) * | 2020-08-24 | 2020-10-30 | 北京华美科博科技发展有限公司 | Single-side precast concrete steel wire net rack heat insulation board wall and construction method thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4489530A (en) * | 1981-12-23 | 1984-12-25 | Chi Ming Chang | Sandwich wall structure and the method for constructing the same |
| GB201106330D0 (en) * | 2010-04-14 | 2011-06-01 | Mccrea Brendan | Structural panel and a building structure formed therefrom |
| CN202208979U (en) * | 2011-07-28 | 2012-05-02 | 山东绿建节能科技有限公司 | Steel wire net rack thermal-insulating board cast-in-situ reinforced concrete composite wall body structure |
| CN202611016U (en) * | 2012-04-17 | 2012-12-19 | 吴淑环 | Thermal insulating wall on concrete overhanging eaves board |
| CN103195193A (en) * | 2013-04-24 | 2013-07-10 | 石家庄晶达建筑体系有限公司 | Structure and construction method of cast-in-site style welded steel frame composite concrete shear wall |
| CN203334469U (en) * | 2013-05-23 | 2013-12-11 | 石家庄晶达建筑体系有限公司 | Structure special for filler wall of composite shear wall structure |
| CN203373901U (en) * | 2013-07-18 | 2014-01-01 | 陈献开 | Steel wire net rack laminboard for construction |
| CN104631650A (en) * | 2013-11-07 | 2015-05-20 | 良固建筑工程（上海）有限公司 | Net plate external wall with insulating layer and construction method |
-
2017
- 2017-06-13 CN CN201710440700.6A patent/CN107165310B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4489530A (en) * | 1981-12-23 | 1984-12-25 | Chi Ming Chang | Sandwich wall structure and the method for constructing the same |
| GB201106330D0 (en) * | 2010-04-14 | 2011-06-01 | Mccrea Brendan | Structural panel and a building structure formed therefrom |
| CN202208979U (en) * | 2011-07-28 | 2012-05-02 | 山东绿建节能科技有限公司 | Steel wire net rack thermal-insulating board cast-in-situ reinforced concrete composite wall body structure |
| CN202611016U (en) * | 2012-04-17 | 2012-12-19 | 吴淑环 | Thermal insulating wall on concrete overhanging eaves board |
| CN103195193A (en) * | 2013-04-24 | 2013-07-10 | 石家庄晶达建筑体系有限公司 | Structure and construction method of cast-in-site style welded steel frame composite concrete shear wall |
| CN203334469U (en) * | 2013-05-23 | 2013-12-11 | 石家庄晶达建筑体系有限公司 | Structure special for filler wall of composite shear wall structure |
| CN203373901U (en) * | 2013-07-18 | 2014-01-01 | 陈献开 | Steel wire net rack laminboard for construction |
| CN104631650A (en) * | 2013-11-07 | 2015-05-20 | 良固建筑工程（上海）有限公司 | Net plate external wall with insulating layer and construction method |
Non-Patent Citations (3)
| Title |
|---|
| 孙翠兰: "《施工员专业管理实务》", 31 July 2015 * |
| 武江: "《新农村建设 建筑节能技术》", 31 January 2008 * |
| 王中华: "《实用建筑工程施工手册》", 31 May 2015 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403476A (en) * | 2018-11-06 | 2019-03-01 | 济南捷源新材料有限公司 | Novel anchoring piece, the cast-in-situ wall containing steel wire frame plate and construction technology |
| CN111502083A (en) * | 2020-01-21 | 2020-08-07 | 北京首钢建设集团有限公司 | Method for preventing C L plate from shifting |
| CN111502083B (en) * | 2020-01-21 | 2023-06-30 | 北京首钢建设集团有限公司 | Method for preventing CL board from shifting |
| CN111851857A (en) * | 2020-08-24 | 2020-10-30 | 北京华美科博科技发展有限公司 | Single-side precast concrete steel wire net rack heat insulation board wall and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107165310B (en) | 2020-01-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA1264234A (en) | Brick panel | |
| CN107165310A (en) | The cast-in-place sandwich thermal insulated shear wall of steel wire net rack and its construction method | |
| CN100396860C (en) | Concrete building combined with heat insulating framework and its construction method | |
| CN104652668B (en) | Armored integrated wall and construction method thereof | |
| CN105780964A (en) | Connection structure and construction process for lightweight wall block filler wall and frame structure | |
| CN105298031A (en) | Steep tiled roof structure of archaized building and its construction method | |
| CN103924554A (en) | Water stopping method of peripheral joint of concrete face rockfill dam built on deep covering layer | |
| RU2335604C2 (en) | Process of sandwich wall formation | |
| CN205742542U (en) | Precast concrete peripheral protective sandwich type wall panel mounts connection construction structure | |
| CN210459977U (en) | Top-overflow-preventing slurry structure for building external wall heat-insulation integrated system | |
| CN207003717U (en) | The cast-in-place sandwich thermal insulated shear wall of steel wire net rack | |
| CN108343196A (en) | Assembled composite insulation tile unit and complex heat-preservation inclined roof system and construction method | |
| WO1991005928A1 (en) | Suspended surfaces for the application of plasters | |
| CN207469550U (en) | A kind of across wall balcony slab of assembled | |
| CN216340223U (en) | Expanded perlite composite wallboard based on inorganic thermal insulation mortar and building | |
| CN115807561A (en) | Connection reinforcing structure of ultra-high shale clear water brick hollowed decorative wall and construction method thereof | |
| CN212427573U (en) | Connecting structure of super high-rise residential building enclosure masonry and cast-in-place composite floor slab | |
| RU67137U1 (en) | MULTILAYER WALL PANEL (OPTIONS) | |
| CN217419996U (en) | Connecting structure between cast-in-place wall and horizontal beam | |
| CN212317190U (en) | Flat plate type deformation joint structure for parking building structure | |
| CN214220166U (en) | Mounting structure of curtain gives sound insulation | |
| CN219261424U (en) | Prefabricated wall-filling structure of steel frame and building | |
| CN211775711U (en) | Groove type steel wire net rack disassembly-free outer mold integrated plate | |
| CN211472955U (en) | Integral concrete casting heat insulation system for outer formwork enclosure wall without dismantling | |
| RU110784U1 (en) | CONSTRUCTION CONNECTION ASSEMBLY |
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 |