CN107246066A - It is a kind of to carry the method that steel column is assembled with combined light floor modules - Google Patents
It is a kind of to carry the method that steel column is assembled with combined light floor modules Download PDFInfo
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- CN107246066A CN107246066A CN201611089722.4A CN201611089722A CN107246066A CN 107246066 A CN107246066 A CN 107246066A CN 201611089722 A CN201611089722 A CN 201611089722A CN 107246066 A CN107246066 A CN 107246066A
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- floor
- steel column
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- floor modules
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- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2481—Details of wall panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2484—Details of floor panels or slabs
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
It is a kind of to carry the method that steel column is assembled with combined light floor modules, belong to assembling construction engineering technical field, the combined wall board and carrying steel column assembling that this method is composited based on beam base steel construction and light concrete complete and form floor reference plane, comprise the following steps that：Manufactured according to architectural drawing for assembled floor modules；Will carrying steel column and the completion assembling of combined wall board scene；Proofread and adjust prefabricated connection secure component, link position and technique pilot hole tolerance corresponding with floor modules on carrying steel column and combined wall board；Realize heavy duty mounting in the hanging plate position that the first, last floor sub-module in floor modules is respectively positioned to corresponding carrying steel column by process matched therewith hole and connection component；Space laying intermediate floor sub-module between above-mentioned first, last floor sub-module；Water-proofing treatment and ornamental filling and repairing are carried out to connecting place between floor modules and carrying steel column, floor modules and combined wall board and adjacent floor modules.
Description
Technical field
The invention belongs to assemble construction engineering technical field, and in particular to one kind carrying steel column and combined light building slab
The method that block is assembled to form floor level.
Background technology
At present, the assembly method of precast floor slab generally include precast floor slab support system install, precast floor slab lifting and
The steps such as subsequent treatment；When precast floor slab is installed, not only it is fixed temporarily, and needs straightening members levelness, is passed
The form bracing system of system is several supports of being disbursed from the cost and expenses for riding upon flooring, and floor is propped up and positioned in vertical direction, such a
Mode, because vertical support piece quantity is more, space-consuming is more, reduces working space, pair other works carried out simultaneously
The scope of operation of industry has a significant impact, and sets and adjust the more manpower of process needs of vertical support piece height, and time-consuming, construction
It is less efficient.It is extremely low using interface bond strength between precast floor slab in this assembly technology and carrying steel column at present, in earthquake
During generation, the destruction of precast floor slab is more serious, forms larger destructive power and harmfulness, particularly skyscraper, directly drops
The low image of the excellent antidetonation of steel-frame structure.
Therefore, lifting shock resistance effect should comprehensively horizontal amount and the shortening duration, low-carbon, environmental protection, it is economic, practical be pre-
The target to be pursued of floor processed.
The content of the invention
It is assembled to form the technical problem to be solved in the present invention is to provide one kind carrying steel column with combined light floor modules
The method of floor level, the connection of simplicity is completed by the assembly type modular structure of combined light floor modules at the construction field (site)
Assembling, realizes combined light floor modules and the quick assembly and connection of carrying steel column, is formed with assembled floor of the post without beam,
And realize rapid construction and improve antidetonation, light body, low-carbon, the construction quality of environmental protection.
The technical solution adopted by the present invention is：It is a kind of to carry the method that steel column is assembled with combined light floor modules, should
The combined wall board and carrying steel column assembling that method is composited based on beam base steel construction and light concrete complete and form floor benchmark
Face, this method is comprised the following steps that：
1）Manufactured according to architectural drawing for assembled floor modules：According to prefabricated connection on carrying steel column and combined wall board
Secure component and position body technical parameter, manufacture for assembled floor modules, process reserved fabrication hole, and be equipped with scene
The securing member of construction；
2）Carrying steel column and combined wall board scene are completed assembling, combined by combined wall board upper surface and form floor reference plane；
3）Proofread and adjust prefabricated connection secure component, link position and and building slab on carrying steel column and combined wall board
The corresponding technique pilot hole tolerance of block, gets adjust pad ready；
4）The first, last floor sub-module in floor modules is respectively positioned at by process matched therewith hole and connection component corresponding
Heavy duty mounting is realized in the hanging plate position for carrying steel column, is positioned at the upper surface of combined wall board；
5）Space laying intermediate floor sub-module between above-mentioned first, last floor sub-module, by process matched therewith hole and connection
Component is connected to form the complete floor plate face with first, last floor sub-module；
6）To floor modules and junction, the junction of floor modules and combined wall board and the adjacent floor of carrying steel column
Connecting place carries out water-proofing treatment and ornamental filling and repairing between module.
Further, the floor modules include light steel frame, lightweight concrete and to be arranged on lightweight concrete upper and lower
The floor decorative layer and ceiling structure layer on surface；The light steel frame includes main body and carries frame, is connected to main body carrying side
Main body in transverse beam and longitudinal beam between frame, and the bar-mat reinforcement being arranged on the upper and lower surface of light steel frame, the light steel frame
The periphery of carrying frame processes the fabrication hole and waterproof construction being connected with adjacent module.
Further, the fabrication hole, which is included on main body carrying frame, processes the work matched with carrying steel column hanging plate
Skill mouth hanging, the reservation operations hole for tightening through the through hole of connecting bolt and for putting in bolt tool；If filling out watertight seal strip
Groove is arranged on the assembling side of main body carrying frame.
Further, the formation of the waterproof construction be included in the groove on main body carrying frame periphery plus adhesive waterproof tape or
The pressurization injection waterproof material after sizing connection.
Further, the step 4）Middle floor modules by connection component realize between adjacent carrying steel column it is first,
The step of heavy duty mounting process of last floor sub-module, includes：
A, by combined wall board upper surface orientation guiding by the technique mouth hanging on first, last floor sub-module end face with carrying steel column
Hanging plate translation, contraposition, down set；Also technical gaps and the slave board of translation, contraposition are completed simultaneously；
B, by reservation operations hole, to technique mouth hanging and the gap that carries between the hanging plate of steel column filled up, spot welding, positioning；
C, the middle screw cultivation upper stud by hanging plate, set upper padding plate, packing ring form heavy duty mounting with double nut locking positioning
First mounting point；
D, in the breach that technical gaps and slave board are aligned plugging block is inserted, forming second by spot welding and the fastening of bolt mounts
Point, completes the positioning of first or last floor sub-module one end；
E, repetition A-D processing steps, form to be assembled between first, last floor sub-module location and installation and the carrying steel columns of formation two
With region.
Further, the first, last floor sub-module is realized after the heavy duty mounting between carrying steel column, to be assembled to match somebody with somebody area
The step of floor sub-module is assembled in domain is as follows：
A, to be assembled be arranged in order with region in centre fill intermediate floor sub-module；
B, by intermediate floor sub-module frame side reserve through hole and reservation operations hole install fastening bolt component, complete
It is connected with first, last floor sub-module；
C, junction reinforcement of weld, vicinal fill waterproof material, are finally completed repairing decoration technology.
Further, the step 4）In also include floor modules by bolt assembly realize with beam base steel construction and lightweight
The contraposition of the upper surface for the combined wall board that concrete is composited, sets connection component and fastening positioning step：
A, in the preset elastomeric layer in combined wall board upper surface；
B, by the reserving installation hole that is arranged on combined wall board and it is correspondingly arranged at the through hole of floor modules lower surface and aligns, then
It is attached by bolt assembly.
The beneficial effect produced using the present invention：1st, hanging plate and work are passed through between combined light floor modules and carrying steel column
Skill mouth hanging down set, spot welding are fixed, then are mounted by backing plate, packing ring with the heavy duty of double nut locking positioning formation first, then by setting
Put technical gaps and supporting slave board and plugging block on carrying steel column, form the second mounting by spot welding and the fastening of bolt
Point, attachment structure has the characteristics of intensity is high between this combined light floor modules and carrying steel column, and when earthquake occurs
Being capable of earthquake energy so that whole floor modules have stronger shock resistance；2nd, it is light in combined light floor modules
Steel frame is made up of light-weight high-strength material, lightweight, and is prefabricated in the factory according to design requirement, and in-site installation is carried significantly
High speed of application, shortens construction period；3rd, it is also provided with floor decorative layer in combined light floor modules and smallpox is hardened
Structure layer, only need to simple repairing after installation, it is to avoid secondary decoration.
Brief description of the drawings
Fig. 1 is the structure chart of the combined light floor modules installation of the present invention；
Fig. 2 is first, last floor sub-module and carrying steel column installation diagram；
Fig. 3 is intermediate floor sub-module and first, last floor sub-module installation diagram；
Fig. 4 is the enlarged drawing of A in Fig. 1；
Fig. 5 is the structure chart for carrying steel column；
Fig. 6 is the structure chart of combined light floor modules；
Fig. 7 is the structure chart of the light steel frame coordinated with carrying steel column in combined light floor modules；
Fig. 8 is that light steel frame installs connection figure with hanging plate in carrying steel column；
In accompanying drawing：1 is floor modules, and 1-1 is technique mouth hanging, and 1-2 is through hole, and 1-3 is reservation operations hole, and 1-4 is groove, and 2 are
Steel column is carried, 2-1 is hanging plate, and 2-2 is technical gaps, and 2-3 is slave board, and 2-4 is plugging block, and 2-5 is backing plate, and 2-6 is packing ring, 3
It is combined wall board, 3-1 is reserving installation hole, and a is light steel frame, and a1 is main body carrying frame, and a2 is transverse beam, and a3 is longitudinal direction
Beam, a4 is bar-mat reinforcement, and b is lightweight concrete, and c is floor decorative layer, and d is ceiling structure layer.
Embodiment
A kind of method assembled referring to accompanying drawing 1-8, carrying steel column with combined light floor modules, this method is based on beam base
The combined wall board 3 and the carrying assembling of steel column 2 that steel construction is composited with light concrete complete and form floor reference plane, this method bag
Include following processing step：
1）Manufactured according to architectural drawing for assembled floor modules 1：According to prefabricated on carrying steel column 2 and combined wall board 3
Secure component and position body technical parameter are connected, manufactures for assembled floor modules 1, process reserved fabrication hole, and match somebody with somebody
The securing member of standby site operation；
2）Carrying steel column 2 and the scene of combined wall board 3 are completed assembling, combined by the upper surface of combined wall board 3 and form floor reference plane；
3）Proofread and adjust prefabricated connection secure component, link position and and floor on carrying steel column 2 and combined wall board 3
The corresponding technique pilot hole tolerance of module 1, gets adjust pad ready；
4）First, last floor the sub-module 1A, 1C in floor modules 1 are respectively positioned at institute by process matched therewith hole and connection component
Heavy duty mounting is realized in the hanging plate 2-1 positions of corresponding carrying steel column 2, is positioned at the upper surface of combined wall board 3；
5）Space laying intermediate floor sub-module 1B between above-mentioned first, last floor sub-module 1A, 1C, by process matched therewith hole
The complete floor plate face is connected to form with connection component and first, last floor sub-module 1A, 1C；
6）To floor modules 1 and the carrying junction of steel column 2, the junction of floor modules 1 and combined wall board 3 and adjacent
Connecting place carries out water-proofing treatment and ornamental filling and repairing between floor modules 1.
Referring to accompanying drawing 6-7, the floor modules 1 include light steel frame a, lightweight concrete b and are arranged on lightweight coagulation
The floor decorative layer c and ceiling structure layer d on the native upper and lower surfaces of b；The light steel frame a includes main body and carries frame a1, connection
The transverse beam a2 and longitudinal beam a3 between frame a1, and the bar-mat reinforcement being arranged on the upper and lower surfaces of light steel frame a are carried in main body
Main body carrying frame a1 periphery processes the fabrication hole and waterproof knot being connected with adjacent module in a4, the light steel frame a
Structure.Floor modules 1 can also include the pipelines such as connection electric wire, fuel gas pipeline, remove floor, the finishing of ceiling after installation from.Institute
State fabrication hole and be included in and processed on main body carrying frame a1 with carrying technique mouth hanging 1-1 that the hanging plate 2-1 of steel column 2 matches, wearing
Cross the through hole 1-2 of connecting bolt and the reservation operations hole 1-3 of bolt tool is tightened for putting in；If filling out the groove of watertight seal strip
1-4 is arranged on main body carrying frame a1 assembling side.It is arranged on the leading to through connecting bolt on main body carrying frame a1
Hole 1-2, can be that the through hole of contraposition is connected with combined wall board 3, main body carrying frame a1 upper and lower end faces or building is arranged on
Aligned between plate module 1 through hole of connection, be arranged on main body carrying frame a1 peripheral frames side or with carrying
The through hole of the second mounting point of formation of steel column 2, it is arranged on the carrying mounting point of steel column 2 second and matches place.The shape of the waterproof construction
Add adhesive waterproof tape or the pressurization injection waterproof material after sizing connection into being included in the groove 1-4 on main body carrying frame a1 peripheries
Material.Add adhesive waterproof tape when being connected between floor modules 1 first in groove 1-4, by through hole 1-2 and bolt by being arranged on building
Reservation operations hole 1-3 in plate module 1 locks to form waterproof sealing structure.
Referring to accompanying drawing 2,4,5 and 8, the step 4）Middle floor modules 1 are realized and adjacent carrying steel column 2 by connection component
Between first, last floor sub-module 1A, 1C heavy duty mounting process the step of include：
A, by the orientation guiding of the upper surface of combined wall board 3 by the technique mouth hanging 1-1 on first, last floor sub-module 1A, 1C end face
Hanging plate 2-1 translations, contraposition, down set with carrying steel column 2；The also technical gaps 2-2 and slave board 2- of translation, contraposition is completed simultaneously
3；
B, by reservation operations hole 1-3, to technique mouth hanging 1-1 and the gap that carries between the hanging plate 2-1 of steel column 2 filled up,
Spot welding, positioning；
C, the middle screw cultivation upper stud by hanging plate 2-1, set upper padding plate 2-5, packing ring 2-6 form weight with double nut locking positioning
Carry the first mounting point of mounting；
D, in the breach that technical gaps 2-2 and slave board 2-3 are aligned plugging block 2-4 is inserted, by spot welding and the fastening shape of bolt
Into the second mounting point, the positioning of first or end floor sub-module 1A, 1C one end is completed；
E, repetition A-D processing steps, form first, last floor sub-module 1A, 1C location and installation and are simultaneously formed between two carrying steel columns
It is to be assembled to match somebody with somebody region.
Can be easily by first, last floor point mould by the technique mouth hanging 1-1 for being arranged on first, last floor sub-module 1A, 1C
Fixing and realizing hidden for first, last floor sub-module 1A, 1C is realized on block 1A, the hanging plate 2-1 that 1C is mounted on carrying steel column 2
Cover installation.Hanging plate 2-1 is weldingly fixed on carrying steel column 2, most of weight for carrying first, last floor sub-module 1A, 1C.
Technique mouth hanging 1-1 is more than hanging plate 2-1 so as to producing gap between the two, and gap is filled by packing ring 2-6, recycle backing plate 2-5,
With double nut locking positioning so as to improve installation effectiveness, reduce technique mouth hanging 1-1 and hanging plate 2-1 it is directly nested when it is higher
Required precision.It is arranged on the through hole 1-2 that bolt hole is aligned in the upper 2-3 with slave board of first, last floor sub-module 1A, 1C and can sets and is in
Strip, the required precision for reducing installation connection.
To ensure the sealing between floor modules 1 and carrying steel column 2, it is provided with and builds between floor modules 1 and carrying steel column 2
Build fluid sealant.
Above-mentioned assembling structure, makes the intensity connected between floor modules 1 and carrying steel column 2 high, the load height that can be born,
And every layer of floor modules 1 and the weight of combined wall board 3 are born by above-mentioned assembling structure, substantially increase the shock resistance of floor
Can, and floor modules 1 and the securing member that matches carried out in factory it is prefabricated, it is prefabricated after the completion of in-site installation, improve
Assembled floor speed of application, shortening construction period.
Referring to accompanying drawing 3, the first, last floor sub-module 1A, 1C is realized after the heavy duty mounting between carrying steel column 2, is treated
The step of spelling assembly area assembling floor sub-module 1B is as follows：
A, to be assembled be arranged in order with region in centre fill intermediate floor sub-module 1B；
B, by intermediate floor sub-module 1B frames side reserve through hole 1-2 and reservation operations hole 1-3 install fastening bolt
Component, is completed and first, last floor sub-module 1A, 1C connection；
C, junction reinforcement of weld, vicinal fill waterproof material, are finally completed repairing decoration technology.
Referring to accompanying drawing 1, the step 4）In also include floor modules 1 by bolt assembly realize with beam base steel construction with it is light
The contraposition of the upper surface for the combined wall board 3 that matter concrete is composited, sets connection component and fastening positioning step：
A, in the preset elastomeric layer in the upper surface of combined wall board 3；
B, by the reserving installation hole 3-1 that is arranged on combined wall board 3 and the through hole 1- for being correspondingly arranged at the lower surface of floor modules 1
2 contrapositions, then be attached by bolt assembly.
The construction technology of above-mentioned reservation operations hole 1-3 fillings after installation is complete and repairing includes：
A, on exposed light steel frame a, bar-mat reinforcement a4 surface derusting, decontamination, purified treatment are done,
B, preservative treatment layer coating is done to purification light steel frame a, bar-mat reinforcement a4 surfaces,
C, by inorfil net, building adhesive, high-strength cement formation light steel frame a surfaces transition zone,
D, by cement mortar block preformed hole, hole,
E, by decorative material the upper and lower surface of floor modules 1 is repaired, formed and floor decorative layer c and ceiling structure
The integral aspects of layer d.
The method of the present invention, floor modules 1 are prefabricated in the factory, transport to after scene installation, and mounting means simply may be used
Lean on, the interior outside of floor modules 1 after shaping is decorated molded, installing assembling structure stress equalization rationally has good shock resistance
Energy.
Claims (7)
1. a kind of carry the method that steel column is assembled with combined light floor modules, this method is based on beam base steel construction and light concrete
The combined wall board being composited（3）With carrying steel column（2）Assembling completes and forms floor reference plane, it is characterised in that this method bag
Include following processing step：
1）Manufactured according to architectural drawing for assembled floor modules（1）：According in carrying steel column（2）And combined wall board（3）On
Prefabricated connection secure component and position body technical parameter, is manufactured for assembled floor modules（1）, process reserved technique
Hole, and it is equipped with the securing member of site operation；
2）Steel column will be carried（2）And combined wall board（3）Scene completes assembling, by combined wall board（3）Combine to form floor in upper surface
Reference plane；
3）Proofread and adjust prefabricated in carrying steel column（2）And combined wall board（3）On connection secure component, link position and with
Floor modules（1）Corresponding technique pilot hole tolerance, get adjust pad ready；
4）By process matched therewith hole and connection component by floor modules（1）In first, last floor sub-module（1A,1C）Position respectively
In corresponding carrying steel column（2）Hanging plate（2-1）Heavy duty mounting is realized in position, is positioned at combined wall board（3）Upper surface；
5）In above-mentioned first, last floor sub-module（1A,1C）Between space laying intermediate floor sub-module（1B）, by supporting work
Skill hole and connection component and first, last floor sub-module（1A,1C）It is connected to form the complete floor plate face；
6）To floor modules（1）With carrying steel column（2）Junction, floor modules（1）With combined wall board（3）Junction, with
And adjacent floor modules（1）Between connecting place carry out water-proofing treatment and ornamental filling and repairing.
2. the method that carrying steel column according to claim 1 is assembled with combined light floor modules, it is characterised in that：Institute
State floor modules（1）Including light steel frame（a）, lightweight concrete（b）And it is arranged on lightweight concrete（b）Upper and lower surface
Floor decorative layer（c）With ceiling structure layer（d）；The light steel frame（a）Frame is carried including main body（a1）, it is connected to main body
Carry frame（a1）Between transverse beam（a2）And longitudinal beam（a3）, and it is arranged on light steel frame（a）Reinforcing bar on upper and lower surface
Net（a4）, the light steel frame（a）Middle main body carries frame（a1）Periphery process the fabrication hole being connected with adjacent module
And waterproof construction.
3. the method that carrying steel column according to claim 2 is assembled with combined light floor modules, it is characterised in that：
The fabrication hole is included in main body carrying frame（a1）On process with carrying steel column（2）Hanging plate（2-1）The artistic hanging matched
Mouthful（1-1）, through the through hole of connecting bolt（1-2）With the reservation operations hole that bolt tool is tightened for putting in（1-3）；If filling out water
The groove of sealing joint strip（1-4）It is arranged on main body carrying frame（a1）Assembling side on.
4. the method that carrying steel column according to claim 2 is assembled with combined light floor modules, it is characterised in that：
The formation of the waterproof construction is included in main body carrying frame（a1）The groove on periphery（1-4）In plus adhesive waterproof tape or sizing connect
Pressurization injection waterproof material after connecing.
5. the method that carrying steel column according to claim 1 is assembled with combined light floor modules, it is characterised in that：
The step 4）Middle floor modules（1）Realized and adjacent carrying steel column by connection component（2）Between first, last floor sub-module
（1A,1C）Heavy duty mounting process the step of include：
A, by combined wall board（3）The orientation of upper surface is guided first, last floor sub-module（1A,1C）Technique mouth hanging on end face
（1-1）With carrying steel column（2）Hanging plate（2-1）Translation, contraposition, down set；The also technical gaps of translation, contraposition are completed simultaneously
（2-2）And slave board（2-3）；
B, by reservation operations hole（1-3）, to technique mouth hanging（1-1）With carrying steel column（2）Hanging plate（2-1）Between gap enter
Row fill up, spot welding, positioning；
C, by hanging plate（2-1）Middle screw plant upper stud, cover upper padding plate（2-5）, packing ring（2-6）Use double nut locking positioning
Form the first mounting point of heavy duty mounting；
D, in technical gaps（2-2）And slave board（2-3）Plugging block is inserted in the breach of contraposition（2-4）, by spot welding and bolt
Fastening forms the second mounting point, completes first or last floor sub-module（1A,1C）The positioning of one end；
E, repetition A-D processing steps, form first, last floor sub-module（1A,1C）Location and installation is simultaneously formed between two carrying steel columns
It is to be assembled match somebody with somebody region.
6. the method that carrying steel column according to claim 5 is assembled with combined light floor modules, it is characterised in that：
The first, last floor sub-module（1A,1C）Realize and carrying steel column（2）Between heavy duty mounting after, it is to be assembled with region assembling
Floor sub-module（1B）The step of it is as follows：
A, to be assembled be arranged in order with region in centre fill intermediate floor sub-module（1B）；
B, by intermediate floor sub-module（1B）The through hole reserved on frame side（1-2）With reservation operations hole（1-3）Install tight
Fixing bolt component, is completed and first, last floor sub-module（1A,1C）Connection；
C, junction reinforcement of weld, vicinal fill waterproof material, are finally completed repairing decoration technology.
7. the method that carrying steel column according to claim 1 is assembled with combined light floor modules, it is characterised in that：
The step 4）In also include floor modules（1）Realized and answering that beam base steel construction and light concrete are composited by bolt assembly
Close wallboard（3）Upper surface contraposition, set connection component and fastening positioning step：
A, in combined wall board（3）The preset elastomeric layer in upper surface；
B, by being arranged on combined wall board（3）On reserving installation hole（3-1）With being correspondingly arranged at floor modules（1）Lower surface
Through hole（1-2）Contraposition, then be attached by bolt assembly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611089722.4A CN107246066A (en) | 2016-12-01 | 2016-12-01 | It is a kind of to carry the method that steel column is assembled with combined light floor modules |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611089722.4A CN107246066A (en) | 2016-12-01 | 2016-12-01 | It is a kind of to carry the method that steel column is assembled with combined light floor modules |
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| CN107246066A true CN107246066A (en) | 2017-10-13 |
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| CN201611089722.4A Pending CN107246066A (en) | 2016-12-01 | 2016-12-01 | It is a kind of to carry the method that steel column is assembled with combined light floor modules |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108374512A (en) * | 2018-02-12 | 2018-08-07 | 北京工业大学 | A kind of bolted and welded connection concrete filled steel tube special-shape column-stealth beam floor assembly system |
| CN112922144A (en) * | 2021-02-03 | 2021-06-08 | 潍坊金艺钢结构工程技术咨询有限公司 | Fabricated building construction method |
Citations (3)
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| CN202925887U (en) * | 2012-12-13 | 2013-05-08 | 清华大学建筑设计研究院有限公司 | A slab-column shear wall structure building based on prefabricated reinforced concrete hollow formworks |
| CN104947803A (en) * | 2015-06-18 | 2015-09-30 | 北京大工简筑科技有限公司 | Prefabricated slab and column mortise and tenon type connecting joint and installation method |
| CN106013426A (en) * | 2016-07-09 | 2016-10-12 | 潍坊金艺钢结构工程技术咨询有限公司 | Assembling type beam-free construction building |
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| CN202925887U (en) * | 2012-12-13 | 2013-05-08 | 清华大学建筑设计研究院有限公司 | A slab-column shear wall structure building based on prefabricated reinforced concrete hollow formworks |
| CN104947803A (en) * | 2015-06-18 | 2015-09-30 | 北京大工简筑科技有限公司 | Prefabricated slab and column mortise and tenon type connecting joint and installation method |
| CN106013426A (en) * | 2016-07-09 | 2016-10-12 | 潍坊金艺钢结构工程技术咨询有限公司 | Assembling type beam-free construction building |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108374512A (en) * | 2018-02-12 | 2018-08-07 | 北京工业大学 | A kind of bolted and welded connection concrete filled steel tube special-shape column-stealth beam floor assembly system |
| CN112922144A (en) * | 2021-02-03 | 2021-06-08 | 潍坊金艺钢结构工程技术咨询有限公司 | Fabricated building construction method |
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