CN109811938A - A kind of assembled filling wall, frame system and its engineering method of the connection of track card slot type - Google Patents
A kind of assembled filling wall, frame system and its engineering method of the connection of track card slot type Download PDFInfo
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- CN109811938A CN109811938A CN201910213197.XA CN201910213197A CN109811938A CN 109811938 A CN109811938 A CN 109811938A CN 201910213197 A CN201910213197 A CN 201910213197A CN 109811938 A CN109811938 A CN 109811938A
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- 238000012407 engineering method Methods 0.000 title abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 170
- 239000010959 steel Substances 0.000 claims abstract description 170
- 239000004567 concrete Substances 0.000 claims abstract description 19
- 238000000034 method Methods 0.000 claims abstract description 11
- 239000010410 layer Substances 0.000 claims description 97
- 238000010276 construction Methods 0.000 claims description 26
- 238000003466 welding Methods 0.000 claims description 11
- 239000000463 material Substances 0.000 claims description 8
- 239000012791 sliding layer Substances 0.000 claims description 8
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 claims description 6
- 239000003063 flame retardant Substances 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 6
- 238000012856 packing Methods 0.000 claims description 6
- 238000012545 processing Methods 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 3
- 238000013461 design Methods 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 230000001681 protective effect Effects 0.000 claims description 3
- 239000000565 sealant Substances 0.000 claims description 3
- 210000000988 bone and bone Anatomy 0.000 claims description 2
- 230000035939 shock Effects 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 5
- 238000009413 insulation Methods 0.000 description 4
- 239000011449 brick Substances 0.000 description 3
- 239000000945 filler Substances 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 229920006328 Styrofoam Polymers 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
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- 238000004321 preservation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
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Abstract
A kind of assembled filling wall of track card slot type connection, frame system and its engineering method, it includes rectangular wall body and wall connecting piece that assembled, which fills wall, rectangular wall body includes steel skeleton, insulating layer, reinforced mesh and concrete layer, wall connecting piece includes T steel link block and pre-buried card slot, steel skeleton includes steel frame and lightgage steel joist, insulating layer is embedded between steel frame and preceding lightgage steel joist, reinforced mesh is fixedly connected on the outer surface of lightgage steel joist, concrete layer wraps up the lightgage steel joist and reinforced mesh for pouring every side respectively, T steel link block is embarked on journey between two parties in the uper side surface of top margin frame is aligned interval setting, T steel link block is embedded in pre-buried card slot can opposite sliding along length direction of steel frame or so.The present invention can carry out opposite sliding under geological process, so that prefabricated filling wall can achieve in coming earthquake not to be influenced by seismic force, effectively increase the shock resistance of assembled filled wall system by the type of attachment of change filled wall system.
Description
Technical field
The invention belongs to prefabricated member, especially a kind of filling wall of track card slot type connection, frame system and its apply
Work method.
Background technique
Frame wall filled with masonry mostly uses some small-sized hollow building blocks or porous brick to be built at present, passes through with main structure
A certain number of lacing wire connections, but there are certain defects for this structure.For structure tension performance, due to masonry quality
Problem, filling wall overall performance is poor, and under geological process, filling wall is easy to appear the sliding rupture of masonry mortar layer.Meanwhile it building
It builds mortar and is easy to appear shrinkage phenomenon during air-dried, cause filled wall that sedimentation occurs and is detached from Vierendeel girder, thus
Generate crack.
For structural seismic performance, filling wall and main body frame are rigidly connected, once wall arrangement is improper, just will affect
The shock resistance of structure, for example, filling wall be vertically unevenly distributed weighing apparatus if, be easy for that structure is made weak floor occur, if wall water
Plain cloth set it is unreasonable if, it is also possible to cause the torque failure of structure.Meanwhile that frame column may be made to be formed is short for the presence for filling wall
Column, Vierendeel girder form short beam, form security risk.
From construction, the masonry of building block or brick body is time-consuming and laborious, increases cost of labor, reduces construction efficiency,
The requirement of China's architectural industrialization is not met, meanwhile, there are buildings and resources wasting phenomenons in work progress.
For the energy-saving heat preserving angle of wall, existing building block and brick body material cannot reach wall energy-saving heat preserving mostly and want
It asks, needs to do external thermal insulation processing in surface of wall, and external thermal insulation, frequently with the inflammable plate such as styrofoam, extruded sheet, building is deposited
In fire hazard, security risk is increased.
Summary of the invention
The object of the present invention is to provide a kind of assembleds of track card slot type connection to fill wall, frame system and its engineering method,
It solves existing masonry filler wall system sedimentation easily occurs and is detached from Vierendeel girder and generates crack, poor seismic behavior, construction efficiency
The technical issues of low, poor thermal insulation property；
To achieve the above object, the present invention adopts the following technical scheme:
A kind of assembled filling wall of track card slot type connection, including rectangular wall body and wall connecting piece, the rectangular wall body packet
Steel skeleton, insulating layer, reinforced mesh and concrete layer are included, the wall connecting piece includes T steel link block,
The steel skeleton includes steel frame and lightgage steel joist, and the steel frame is total to twice, including be located at rectangular wall body it is upper,
Lower end and the top margin frame and boundary frame area being oppositely arranged, two layers totally of the lightgage steel joist, are divided into the two sides of steel frame, lightgage steel joist
Upper surface it is concordant with the upper surface of top margin frame, the lower end surface of lightgage steel joist and the lower end surface of boundary frame area are concordant, the light steel dragon in every side
The upper and lower end of bone is fixedly connected with the top margin frame and boundary frame area of the side respectively,
The installation space adaptable with the size of insulating layer, institute are formed between upper and lower twice steel frame and two layers of front and back lightgage steel joist
Insulating layer to be stated to be embedded in the installation space, the width of the insulating layer is identical as the length of steel frame,
Two layers totally of the reinforced mesh, be respectively fixedly connected with the outer surface in two layers of lightgage steel joist, the width of reinforced mesh with
The length of steel frame is identical, and reinforced mesh upper surface is concordant with the upper surface of top margin frame, reinforced mesh lower end surface and top margin frame
Lower end surface is concordant,
Two layers totally of the concrete layer, the lightgage steel joist and reinforced mesh for pouring every side, upper and lower two sides are wrapped up in front and rear sides respectively
Top margin frame is wrapped up respectively and boundary frame area forms concrete protective, and the left and right ends and steel frame left and right ends of concrete layer are flat
Together,
The T steel link block shares one group, embarks on journey between two parties in the uper side surface of top margin frame and is aligned interval setting, the T steel
Link block includes horizonal base plate and riser, and the horizonal base plate is fixedly connected with top margin frame.
The wall connecting piece further includes pre-buried card slot, the number and the number phase of T steel link block of the pre-buried card slot
It together and is arranged in a one-to-one correspondence, it further includes that top cross section is that the pre-buried card slot, which includes the slide groove portion that top cross section is inverted U,
The preburying part of T-type, the groove body size of the slide groove portion and the size of riser are adapted, along steel side in the riser insertion slide groove portion
Length direction of frame or so opposite can slide, and the length of the pre-buried card slot is greater than the length of T steel link block, to guarantee T shape
Subject to steel link block will not be skidded off from slide groove portion.
The steel frame is channel steel, and Open Side Down for top margin frame, and the opening upwards of boundary frame area, channel steel includes web and two sides
Limb plate, be fixedly connected on the outside of the limb plate of the upper end of the lightgage steel joist and top margin frame, the lower end and bottom edge of the lightgage steel joist
It is fixedly connected on the outside of the limb plate of frame, the T steel link block is fixedly connected on web.
Every layer of steel skeleton is in groined type, including twice horizontal keel and twice vertical keel, the length of the horizontal keel
Equal to the length of steel frame.
Sliding layer is equipped between the riser and the sliding surface of slide groove portion, the sliding layer is rubber layer.
Hole for hoist is provided on the riser.
A kind of frame system of the assembled filling wall including the connection of track card slot type, further includes being enclosed in rectangular wall body four
The frame structure that upper layer Vierendeel girder, lower layer's Vierendeel girder and the frame column of the left and right sides in week are formed,
The rectangular wall body falls the uper side surface set in lower layer's Vierendeel girder, the frame of rectangular wall body and upper layer Vierendeel girder and the left and right sides
There are the disengagement gap of at least 60mm between trestle,
The pre-buried card slot is embedded in the bottom of upper layer Vierendeel girder, described to disengage in gap, on the uper side surface of lower layer's Vierendeel girder
It is preset with the locating part being located at left and right sides of rectangular wall body, the steel frame end face on the locating part and rectangular wall body or so end face
Between by the left and right mounting distance of the fixed rectangular wall body of welding welding plate,
Flexible flame retardant packing material is packed in the disengagement gap.
The locating part is steel billet, and the length of billet is not less than the distance between front and rear sides steel frame.
A kind of construction method of the assembled filling wall of track card slot type connection, which is characterized in that walked including following construction
It is rapid:
Step 1 prepares two channel steels as steel frame, the groove body size and heat preservation of channel steel according to the design size of rectangular wall body
The thickness of layer is adapted, and the opening direction of two channel steels is opposite, welds lightgage steel joist in the side of steel frame；
Step 2, insulating layer is laid in the steel skeleton in step 1, and insulating layer is embedded between two steel frames up and down against light
The surface of steel joist；
Step 3, another layer of lightgage steel joist of the other side welding steel skeleton of steel frame in step 1；
Step 4 welds T steel link block in the upper surface of top margin frame；
Reinforced mesh is respectively welded on the lateral surface of the lightgage steel joist of two sides in step 5；
Step 6, supporting module, casting concrete layer.
A kind of construction method of the frame system of the assembled filling wall of track card slot type connection, including following construction step
It is rapid:
Step 1, frame structure of constructing, the preburying part of pre-buried card slot are embedded in the bottom of upper layer Vierendeel girder, the sliding slot of pre-buried card slot
The downside surface of upper layer Vierendeel girder is exposed in portion, is fixedly connected with locating part on lower layer's Vierendeel girder；
Step 2, snap the line pop up the position line of assembled filling wall on frame structure inner ring；
Step 3, lifting assembled fill wall, and first assembled filling wall is placed on lower layer's Vierendeel girder, then passes through crowbar etc.
Tool manually moves horizontally assembled filling wall, makes the T steel link block and pre-buried card slot on the top of assembled filling wall
Slide groove portion is well fitted into；
Step 4 is welded by welding plate between the two sides of the bottom of assembled filling wall exposed steel frame edge and locating part and is connected
It connects, fixing assembling formula fills the position of wall；
Step 5 is clogged in the disengagement gap between the frame column that assembled fills wall and upper layer Vierendeel girder, left and right sides flexible
Flame resistant filler material；
Step 6 does jointing processing with building sealant in marginal position.
Compared with prior art the invention has the characteristics that and the utility model has the advantages that
The prefabricated filling wall construction of the present invention is simple, and rationally, prefabrication is convenient for construction, has accomplished that structure is heat insulation integrated and keeps the temperature
It is functional, while prefabricated filling wall has good globality.The prefabricated filling wall good integrity, construction is rationally simple,
Prefabrication is convenient.
The prefabricated filling wall construction system of the present invention uses the form of fabricated construction, compared with existing masonry filler wall,
The masonry time has been saved, construction cost has been reduced while guaranteeing wall quality, improves construction efficiency, and improve filling wall
The overall performance of system reduces labor intensity of workers, improves architecture quality.
The present invention it is prefabricated filling wall construction system by change filled wall system type of attachment, using T-connecting piece with
The cooperation of pre-buried card slot, the two can carry out opposite sliding under geological process, so that prefabricated filling wall can in coming earthquake
It is not influenced by seismic force with reaching, prefabricated filling wall can be made not deform with the deformation of frame structure, effectively increase dress
Shock resistance with formula filled wall system, accomplish in geological process fill wall do not stress to make fill wall in earthquake from
Damage.
It the composite can be widely applied in concrete frame filling wall construction.
Detailed description of the invention
The present invention will be further described in detail with reference to the accompanying drawing.
Fig. 1 is the steel skeleton construction schematic diagram of assembled filling wall of the present invention.
Fig. 2 is the structural schematic diagram that insulating layer and plug-in reinforced mesh are installed in Fig. 1.
Fig. 3 is the structural schematic diagram of assembled filling wall of the present invention.
Fig. 4 is the schematic perspective view of T steel link block of the invention.
Fig. 5 is the schematic perspective view of pre-buried card slot of the invention.
Fig. 6 is the schematic perspective view of T steel link block of the present invention and the cooperation of pre-buried card slot assembled.
Fig. 7 is the side structure schematic view of Fig. 6.
Fig. 8 is the structural schematic diagram of assembled filling wall construction system of the present invention.
Fig. 9 is the structural schematic diagram of assembled filling wall construction system bottom limit in Fig. 8.
Appended drawing reference: 1- insulating layer, 2- reinforced mesh, 3- concrete layer, 4-T shape steel link block, 41- horizontal base
Plate, 42- riser, 5- steel frame, 51- top margin frame, 52- boundary frame area, 5a- web, 5b- limb plate, 6- lightgage steel joist,
61- horizontal keel, 62- vertical keel, the pre-buried card slot of 7-, 71- slide groove portion, 72- preburying part, 8- sliding layer, 9- lifting
Hole, the upper layer 10- Vierendeel girder, 11- lower layer Vierendeel girder, 12- frame column, 13- disengage gap, 14- locating part, 15- welding plate,
16- flexible flame retardant packing material.
Specific embodiment
For embodiment referring to shown in Fig. 1~7, a kind of assembled of track card slot type connection fills wall, including rectangular wall body and
Wall connecting piece, the rectangular wall body include steel skeleton, insulating layer 1, reinforced mesh 2 and concrete layer 3, the wall connecting piece
Including T steel link block 4.
Shown in Figure 1, the steel skeleton includes steel frame 5 and lightgage steel joist 6, and the steel frame is total to twice, including divides
Not Wei Yu rectangular wall body upper and lower end and the top margin frame 51 and boundary frame area 52 that are oppositely arranged, two layers totally of the lightgage steel joist, set up separately
In the two sides of steel frame, the upper surface of lightgage steel joist is concordant with the upper surface of top margin frame, the lower end surface of lightgage steel joist and boundary frame area
Lower end surface it is concordant, the upper and lower end of every side lightgage steel joist is fixedly connected with the top margin frame and boundary frame area of the side respectively.Every layer of reinforcing bar
Frame is in groined type, including twice horizontal keel 61 and twice vertical keel 62, and the length of the horizontal keel 61 is equal to steel frame
Length.
It is shown in Figure 2, the size phase with insulating layer 1 is formed between upper and lower twice steel frame and two layers of front and back lightgage steel joist
The installation space of adaptation, the insulating layer are embedded in the installation space, and the width of the insulating layer is identical as the length of steel frame.
The steel frame is channel steel, and Open Side Down for top margin frame, the opening upwards of boundary frame area, and channel steel includes the limb plate of web 5a and two sides
It is fixedly connected on the outside of 5b, the upper end of the lightgage steel joist 6 and the limb plate 5b of top margin frame, the lower end and bottom edge of the lightgage steel joist 6
It is fixedly connected on the outside of the limb plate 5b of frame, the T steel link block 4 is fixedly connected on web 5a.
Two layers totally of the reinforced mesh 2, is respectively fixedly connected with the outer surface in two layers of lightgage steel joist 6, reinforced mesh
Width is identical as the length of steel frame, and reinforced mesh upper surface is concordant with the upper surface of top margin frame, reinforced mesh lower end surface and top
The lower end surface of frame is concordant.
Shown in Figure 3,6 He of lightgage steel joist for pouring every side is wrapped up in two layers totally of the concrete layer 3, front and rear sides respectively
Reinforced mesh 2, upper and lower two sides wrap up top margin frame and boundary frame area respectively and form concrete protective, the left and right ends of concrete layer with
Steel frame left and right ends is concordant.
Referring to shown in Fig. 1~7, the T steel link block 4 shares one group, and three are arranged in the present embodiment.In top margin frame 51
Uper side surface embark on journey between two parties alignment interval setting, the T steel link block includes horizonal base plate 41 and riser 42, the level
Bottom plate 41 is fixedly connected with top margin frame 51.
The wall connecting piece further includes pre-buried card slot 7, the number and the number phase of T steel link block of the pre-buried card slot
It together and is arranged in a one-to-one correspondence, it further includes that top is transversal that the pre-buried card slot 7, which includes the slide groove portion 71 that lower cross section is inverted U,
Face is the preburying part 72 of T-type, and the groove body size of the slide groove portion 71 and the size of riser 42 are adapted, and the insertion of riser 42 is slided
It opposite can be slided in groove portion 71 along length direction of steel frame or so, the length of the pre-buried card slot 7 is greater than T steel link block 4
Length, be subject to and guarantee that T steel link block will not be skidded off from slide groove portion 71.The sliding surface of the riser 42 and slide groove portion 71
Between be equipped with sliding layer 8, the sliding layer be rubber layer.The sliding layer is rubber layer.Hole for hoist is provided on the riser 42
9。
Referring to shown in Fig. 1~7, the construction method of the assembled filling wall of this track card slot type connection, including following apply
Work step is rapid:
Step 1 fills the design size of wall according to assembled, prepares two channel steels as steel frame 5, the groove body size of channel steel
It is adapted with the thickness of insulating layer 1, the opening direction of two channel steels is opposite, welds lightgage steel joist 6 in the side of steel frame 5；
Step 2, insulating layer 1 is laid in the steel skeleton in step 1, and insulating layer 1 is embedded between two steel frames 5 up and down and abuts
The surface of lightgage steel joist；
Step 3, another layer of lightgage steel joist 6 of the other side welding steel skeleton of steel frame 5 in step 1；
Step 4 welds T steel link block 4 in the upper surface of top margin frame 51；
Reinforced mesh 2 is respectively welded on the lateral surface of the lightgage steel joist 6 of two sides in step 5；
Step 6, supporting module, casting concrete layer 3.
Shown in Figure 8, the frame system of this assembled filling wall including the connection of track card slot type, further includes enclosing
In the frame structure that the upper layer Vierendeel girder 10 of rectangular wall body surrounding, lower layer's Vierendeel girder 11 and the frame column 12 of the left and right sides are formed.
The rectangular wall body falls the uper side surface set in lower layer's Vierendeel girder 11, rectangular wall body and upper layer Vierendeel girder 10 and left and right
There are the disengagement gaps 13 of at least 60mm between the frame column 12 of two sides.
Referring to shown in Fig. 8-9, the pre-buried card slot 7 is embedded in the bottom of upper layer Vierendeel girder 10, in the disengagement gap 13,
The locating part 14 being preset on the uper side surface of lower layer's Vierendeel girder 11 at left and right sides of rectangular wall body, the locating part 14 and square
Pass through the left and right mounting distance of the fixed rectangular wall body of welding welding plate 15, institute between 5 end face of steel frame on shape wall or so end face
It states to disengage in gap and is packed with flexible flame retardant packing material 16.The locating part 14 is steel billet, and the length of billet is not less than
The distance between front and rear sides steel frame.
Shown in referring to fig. 4~9, the construction method of the frame system of the assembled filling wall of this track card slot type connection,
Including following construction procedure:
Step 1, frame structure of constructing, the preburying part 72 of pre-buried card slot 7 are embedded in the bottom of upper layer Vierendeel girder 10, pre-buried card slot 7
Slide groove portion 71 expose upper layer Vierendeel girder 10 downside surface, locating part 14 is fixedly connected on lower layer's Vierendeel girder 11.
Step 2, snap the line pop up the position line of assembled filling wall on frame structure inner ring.
Step 3, lifting assembled fill wall, and first assembled filling wall is placed on lower layer's Vierendeel girder 11, is then passed through
The tools such as crowbar manually by assembled filling wall move horizontally, make assembled filling wall top T steel link block 4 with it is pre-buried
The slide groove portion 71 of card slot 7 is well chimeric.
Step 4 passes through weldering between the two sides of the bottom of assembled filling wall exposed 5 edge of steel frame and locating part 14
Plate 15 is welded to connect, and fixing assembling formula fills the position of wall.
Step 5, the disengagement gap 13 between the frame column 12 that assembled fills wall and upper layer Vierendeel girder 10, left and right sides
Interior filling flexible flame retardant packing material 16.
Step 6 does jointing processing with building sealant in marginal position.
Claims (10)
1. a kind of assembled of track card slot type connection fills wall, including rectangular wall body and wall connecting piece, it is characterised in that: institute
Stating rectangular wall body includes steel skeleton, insulating layer (1), reinforced mesh (2) and concrete layer (3), and the wall connecting piece includes T shape
Steel link block (4),
The steel skeleton includes steel frame (5) and lightgage steel joist (6), and the steel frame is total to twice, including is located at rectangle wall
The upper and lower end of body and the top margin frame (51) and boundary frame area (52) being oppositely arranged, two layers totally of the lightgage steel joist, are divided into steel frame
Two sides, the upper surface of lightgage steel joist is concordant with the upper surface of top margin frame, the lower end surface of lightgage steel joist and the lower end surface of boundary frame area
Concordantly, the upper and lower end of every side lightgage steel joist is fixedly connected with the top margin frame and boundary frame area of the side respectively,
It is formed between upper and lower twice steel frame and two layers of front and back lightgage steel joist empty with the adaptable installation of the size of insulating layer (1)
Between, the insulating layer is embedded in the installation space, and the width of the insulating layer is identical as the length of steel frame,
Two layers totally of the reinforced mesh (2), is respectively fixedly connected with the outer surface in two layers of lightgage steel joist (6), reinforced mesh
Width is identical as the length of steel frame, and reinforced mesh upper surface is concordant with the upper surface of top margin frame, reinforced mesh lower end surface and top
The lower end surface of frame is concordant,
The lightgage steel joist (6) and reinforced mesh (2) for pouring every side are wrapped up in two layers totally of the concrete layer (3), front and rear sides respectively,
Top margin frame is wrapped up in upper and lower two sides respectively and boundary frame area forms concrete protective, the left and right ends of concrete layer and steel frame or so
Both ends of the surface are concordant,
The T steel link block (4) shares one group, embarks on journey between two parties in the uper side surface of top margin frame (51) and is aligned interval setting, institute
Stating T steel link block includes horizonal base plate (41) and riser (42), and the horizonal base plate (41) is fixedly connected with top margin frame (51).
2. the assembled of track card slot type connection according to claim 1 fills wall, it is characterised in that: the wall connecting
Part further includes pre-buried card slot (7), and the number of the pre-buried card slot is identical as the number of T steel link block and is arranged in a one-to-one correspondence,
The pre-buried card slot (7) include lower cross section be inverted U slide groove portion (71), further include top cross section be T-type it is pre-buried
Portion (72), the groove body size of the slide groove portion (71) and the size of riser (42) are adapted, and the riser (42) is embedded in slide groove portion
(71) it opposite can be slided in along length direction of steel frame or so, the length of the pre-buried card slot (7) is greater than T steel link block
(4) length is subject to and guarantees that T steel link block will not be skidded off from slide groove portion (71) is inner.
3. the assembled of track card slot type according to claim 2 connection fills wall, it is characterised in that: the steel frame is
Channel steel, Open Side Down for top margin frame, the opening upwards of boundary frame area, and channel steel includes the limb plate (5b) of web (5a) Yu two sides, described
It is fixedly connected on the outside of the upper end of lightgage steel joist (6) and the limb plate (5b) of top margin frame, the lower end of the lightgage steel joist (6) and boundary frame area
Limb plate (5b) on the outside of be fixedly connected, the T steel link block (4) is fixedly connected on web (5a).
4. the assembled of track card slot type according to claim 2 connection fills wall, it is characterised in that: every layer of steel skeleton be in
The length of groined type, including twice horizontal keel (61) and twice vertical keel (62), the horizontal keel (61) is equal to steel side
The length of frame.
5. the assembled of track card slot type connection according to claim 2 fills wall, it is characterised in that: the riser (42)
Sliding layer (8) are equipped between the sliding surface of slide groove portion (71), the sliding layer is rubber layer.
6. the assembled of track card slot type connection according to claim 2 fills wall, it is characterised in that: the riser (42)
On be provided with hole for hoist (9).
7. a kind of frame body of the assembled filling wall including the connection of track card slot type described in claim 2-6 any one
System, it is characterised in that: further include the upper layer Vierendeel girder (10) for being enclosed in rectangular wall body surrounding, lower layer's Vierendeel girder (11) and left and right two
The frame structure that the frame column (12) of side is formed,
The rectangular wall body falls the uper side surface set in lower layer's Vierendeel girder (11), rectangular wall body and upper layer Vierendeel girder (10) and left and right
There are the disengagement gap (13) of at least 60mm between the frame column (12) of two sides,
The pre-buried card slot (7) is embedded in the bottom of upper layer Vierendeel girder (10), in the disengagement gap (13), lower layer's Vierendeel girder
(11) locating part (14) being preset on uper side surface at left and right sides of rectangular wall body, the locating part (14) and rectangle wall
The left and right mounting distance of rectangular wall body is fixed between steel frame (5) end face on body or so end face by welding welding plate (15),
Flexible flame retardant packing material (16) are packed in the disengagement gap.
8. the frame system of the assembled filling wall of track card slot type connection according to claim 7, it is characterised in that: institute
Stating locating part (14) is steel billet, and the length of billet is not less than the distance between front and rear sides steel frame.
9. a kind of construction party of the assembled filling wall of track card slot type connection described in -6 any one according to claim 1
Method, which is characterized in that including following construction procedure:
Step 1 fills the design size of wall according to assembled, prepares two channel steels as steel frame (5), the groove body ruler of channel steel
The very little thickness with insulating layer (1) is adapted, and the opening direction of two channel steels is opposite, welds light steel dragon in the side of steel frame (5)
Bone (6)；
Step 2 is laid with insulating layer (1) in the steel skeleton in step 1, insulating layer (1) insertion up and down two steel frames (5) it
Between abut lightgage steel joist surface；
Step 3, another layer of lightgage steel joist (6) of the other side welding steel skeleton of steel frame (5) in step 1；
Step 4 welds T steel link block (4) in the upper surface of top margin frame (51)；
Reinforced mesh (2) are respectively welded on the lateral surface of the lightgage steel joist (6) of two sides in step 5；
Step 6, supporting module, casting concrete layer (3).
10. a kind of construction of the frame system of the assembled filling wall of track card slot type connection according to claim 7 or 8
Method, which is characterized in that including following construction procedure:
Step 1, frame structure of constructing, the preburying part (72) of pre-buried card slot (7) are embedded in the bottom of upper layer Vierendeel girder (10), in advance
The slide groove portion (71) for burying card slot (7) exposes the downside surface of upper layer Vierendeel girder (10), is fixedly connected on lower layer's Vierendeel girder (11)
Locating part (14)；
Step 2, snap the line pop up the position line of assembled filling wall on frame structure inner ring；
Step 3, lifting assembled fill wall, and first assembled filling wall is placed on lower layer's Vierendeel girder (11), then passes through sled
The tools such as rod manually by assembled filling wall move horizontally, make assembled filling wall top T steel link block (4) with it is pre-buried
The slide groove portion (71) of card slot (7) is well chimeric；
Step 4 passes through weldering between the two sides of the bottom of assembled filling wall exposed steel frame (5) edge and locating part (14)
Plate (15) is welded to connect, and fixing assembling formula fills the position of wall；
Step 5, the disengagement gap between the frame column (12) that assembled fills wall and upper layer Vierendeel girder (10), left and right sides
(13) flexible flame retardant packing material (16) are clogged in；
Step 6 does jointing processing with building sealant in marginal position.
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| CN201910213197.XA CN109811938B (en) | 2019-03-20 | 2019-03-20 | Assembled filling wall and frame system connected in rail clamping groove mode and construction method thereof |
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| CN201910213197.XA CN109811938B (en) | 2019-03-20 | 2019-03-20 | Assembled filling wall and frame system connected in rail clamping groove mode and construction method thereof |
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| CN109811938A true CN109811938A (en) | 2019-05-28 |
| CN109811938B CN109811938B (en) | 2024-09-06 |
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| CN110158454A (en) * | 2019-07-02 | 2019-08-23 | 叶锦华 | A kind of connector for the assembled steel-concrete combined structure mixing combined bridge for steel- |
| CN113047111A (en) * | 2021-05-08 | 2021-06-29 | 中铁北京工程局集团有限公司 | Airport runway angle steel assembled type pavement panel structure |
| CN114000608A (en) * | 2021-10-12 | 2022-02-01 | 深圳嘉西亚建筑设计有限公司 | Cold-formed thin-wall light steel keel building structure |
| CN114150790A (en) * | 2020-09-07 | 2022-03-08 | 漳州昊恒建材有限公司 | Steel structure wall |
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| CN114000608A (en) * | 2021-10-12 | 2022-02-01 | 深圳嘉西亚建筑设计有限公司 | Cold-formed thin-wall light steel keel building structure |
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| CN109811938B (en) | 2024-09-06 |
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