CN107152106A - The close rib composite construction system of shaped steel and its keel unit, wall, assembly method - Google Patents
The close rib composite construction system of shaped steel and its keel unit, wall, assembly method Download PDFInfo
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- CN107152106A CN107152106A CN201710593358.3A CN201710593358A CN107152106A CN 107152106 A CN107152106 A CN 107152106A CN 201710593358 A CN201710593358 A CN 201710593358A CN 107152106 A CN107152106 A CN 107152106A
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- Prior art keywords
- keel
- support member
- frame
- wall
- section steel
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Classifications
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The application is related to house wall production technical field, more particularly to a kind of close rib composite construction system of shaped steel and its keel unit, wall, assembly method, keel unit includes keel frame, the first support member, the second support member and reinforced mesh, first support member, second support member are all connected in the keel frame, and first support member intersects with second support member；The reinforced mesh is connected to the end face of the keel frame.Keel unit provided herein, by keel frame, the first support member, the second support member and reinforced mesh, forms wall skeleton, and pass through frame structure, both intensity is ensure that, weight is alleviated again, while can be prefabricated, realize transport, therefore, when in use, directly keel shipped to job site is assembled, to mitigate workmen's burden, efficiency of construction is improved.
Description
Technical field
The application is related to house wall production technical field, more particularly to a kind of close rib composite construction system of shaped steel and Qi Long
Osteon, wall, assembly method.
Background technology
With expanding economy, new requirement is proposed to construction industry particularly housing industry and its relevant industries, passed
The civil engineering mode of system, for proof strength, the weight of wall is than larger, it is contemplated that cost of transportation, and usual wall makes at the scene
Wall skeleton, so, can increase workmen's burden, reduce efficiency of construction.
The content of the invention
The embodiment of the present application provides a kind of close rib composite construction system of shaped steel and its keel unit, wall, assembly method,
It can solve the problem that above mentioned problem.
The first aspect example of the application provides a kind of keel unit, including keel frame, the first support member, the second support
Part and reinforced mesh, first support member, second support member are all connected in the keel frame, and described first
Support member intersects with second support member；The reinforced mesh is connected to the end face of the keel frame.
Preferably, in addition to the first keel connecting member and the second keel connecting member；First keel connecting member with it is described
Second keel connecting member is connected to the outside of the keel frame, the keel unit adjacent for connecting.
Preferably, the keel frame is in tetragonal, including two relative section steel beams and two relative steel columns；
First support member is parallel to the section steel beam, and its two ends is connected to two relative steel columns；Described second
Support member is parallel to the steel column, and its two ends is connected to two relative section steel beams.
Preferably, first support member and second support member are equipped with least two, adjacent two described
One support member surrounds window frame skeleton with adjacent two second support members；
And/or
First support member is provided with least one, and second support member is provided with least two, and two relative described
Section steel beam is respectively the first section steel beam and the second section steel beam, first section steel beam, described the close to first section steel beam
One support member, adjacent two second support members surround doorframe skeleton.
Preferably, in addition to the 3rd support member, one end of the 3rd support member is connected to the drift angle of the keel frame,
The other end is connected to the intersection of first support member and second support member, and the drift angle is located at same with the intersection
In one quadrangle, and outside the window frame skeleton or the doorframe skeleton.
Preferably, the keel frame is in tetragonal, including two relative section steel beams and two relative steel columns；
First support member is provided with two, and two first support members are set along two diagonal of the keel frame respectively；
The two ends of each second support member are connected to the section steel beam and the steel column, and second support member is parallel to it
In first support member.
The second aspect of the application provides a kind of wall, including the keel unit described in multiple as above any one, adjacent
Two keel units connections.
Preferably, in addition to First Transition connector；At least partly described keel unit is arranged in the horizontal direction, level side
Connected to the two neighboring keel unit of arrangement by the First Transition connector.
Preferably, the First Transition connector is in list structure, L-type structure, T-type structure or cross-shaped configuration.
Preferably, in addition to the second transition piece, at least partly described keel unit is vertically arranged, vertical side
Connected to the two neighboring keel unit of arrangement by second transition piece.
Preferably, the keel unit includes the first keel connecting member and the second keel connecting member；First keel connect
Fitting is connected to the outside of the keel frame with second keel connecting member,
First keel connecting member is connected to the outside of the keel frame, and first keel connecting member is provided with the
A connection channel, first interface channel is inserted for second transition piece；
And/or
Second keel connecting member is connected to the outside of the keel frame, and second keel connecting member is provided with the
Two interface channels, second interface channel is inserted for the First Transition connector.
The third aspect of the application provides a kind of close rib composite construction system of shaped steel, including the as above wall described in any one
Body.
The fourth aspect of the application provides a kind of assembly method of the close rib composite construction system of shaped steel, including step：
S1：Multiple keel units as described in claim any one of 1-7 are installed on the bottom of by by the second transition piece
Layer basis, to form bottom wall；
S2：Each keel unit in the bottom wall is fixed by First Transition connector；
S3：Template is fixed with the bottom wall；
S4：To the bottom wall casting concrete；
S5：Using the bottom wall as the underlying basis, and successively repeat step S1-S4.
The technical scheme that the embodiment of the present application is provided can reach following beneficial effect：
Keel unit provided herein, passes through keel frame, the first support member, the second support member and bar-mat reinforcement
Piece, forms wall skeleton, and by frame structure, both ensure that intensity, weight is alleviated again, while can be prefabricated, realize fortune
It is defeated, therefore, when in use, directly keel shipped to job site is assembled, to mitigate workmen's burden, improved
Efficiency of construction.
It should be appreciated that the general description of the above and detailed description hereinafter are only exemplary, this can not be limited
Application.
Brief description of the drawings
Fig. 1 is a kind of structural representation of specific embodiment of keel unit provided herein；
Fig. 2 is a kind of partial sectional view of specific embodiment of keel unit provided herein；
Fig. 3 is a kind of partial schematic diagram of specific embodiment of keel unit provided herein；
Fig. 4 for another specific embodiment of keel unit provided herein partial schematic diagram；
Fig. 5 for another specific embodiment of keel unit provided herein partial schematic diagram；
Fig. 6 for another specific embodiment of keel unit provided herein partial schematic diagram；
Fig. 7 is a kind of structural representation of the angle steel of specific embodiment second of keel unit provided herein；
Fig. 8 is a kind of structural representation of the angle steel of specific embodiment first of keel unit provided herein；
Fig. 9 is a kind of structural representation of specific embodiment of wall provided herein；
Figure 10 is a kind of structural representation of specific embodiment of First Transition connector provided herein；
Figure 11 for another specific embodiment of First Transition connector provided herein structural representation；
Figure 12 for another specific embodiment of First Transition connector provided herein structural representation；
Figure 13 for another specific embodiment of First Transition connector provided herein structural representation；
Figure 14 is a kind of structural representation of specific embodiment of the second transition piece provided herein.
Reference：
1- keel units；
11- keel frames；
12- concrete layers；
The keel connecting members of 13- first；
The angle steel of 131- first；
The keel connecting members of 14- second；
The angle steel of 141- second；
15- reinforced mesh；
The support members of 16- first；
The support members of 17- second；
The support member parts of 18- the 3rd；
2- First Transition connectors；
The transition pieces of 3- second.
Accompanying drawing herein is merged in specification and constitutes the part of this specification, shows the implementation for meeting the application
Example, and be used to together with specification to explain the principle of the application.
Embodiment
The application is described in further detail below by specific embodiment and with reference to accompanying drawing.Described in text
"front", "rear", "left", "right", " on ", " under " are using the laying state in accompanying drawing as reference.
As shown in figure 9, the application provides a kind of wall, including multiple keel units 1, two adjacent keel units 1 connect
Connect.
As shown in figures 1-8, keel unit 1 includes keel frame 11, the first support member 16, the second support member 17 and reinforcing bar
Mesh sheet 15, the first support member 16, the second support member 17 are all connected in keel frame 11, and the first support member 16 and the second support
Part 17 intersects；Reinforced mesh 15 is connected to the end face of keel frame 11, i.e. the two of keel frame 11 end face can be all connected with steel
Muscle mesh sheet 15, can also only one end face connection reinforced mesh 15.
Above-described embodiment is formed by keel frame 11, the first support member 16, the second support member 17 and reinforced mesh 15
Wall skeleton, and by frame structure, both ensure that intensity, weight is alleviated again, while can be prefabricated, transport is realized, therefore,
When in use, directly keel unit 1 is transported to job site and assembled, to mitigate workmen's burden, improve construction effect
Rate.
Keel unit 1 also includes the first keel connecting member 13 and the second keel connecting member 14；First keel connecting member 13 with
Second keel connecting member 14 is connected to the outside of keel frame 11, the keel unit 1 adjacent for connecting.Pass through increase by the
One keel connecting member 13 and the second keel connecting member 14, can facilitate the connection between adjacent keel unit 1.
Keel frame 11 is in generally tetragonal, to facilitate arrangement and connection between each keel unit 1, specifically, four
Square structure includes two relative section steel beams and two relative steel columns, and section steel beam and steel column are usually channel-section steel, and channel-section steel
Opening towards the inside of keel frame 11, the notch of steel column, adjacent section steel beam and steel column are inserted in the two ends of section steel beam
Connected by way of screw or welding.Pass through channel-section steel structure, by increasing capacitance it is possible to increase the intensity of keel frame 11.Wherein, first
Connected mode between support member 16, the second support member 17, section steel beam, steel column includes following several：
The first：As shown in figure 3, the first support member 16 is parallel to section steel beam, and its two ends is connected to relative two
The opening of two relative steel columns is inserted at individual steel column, such as two ends of the first support member 16 respectively, and be bolted or
Person's welding manner is fixed；Second support member 17 is parallel to steel column, and its two ends is connected to two relative section steel beams, such as
The opening of two relative section steel beams is inserted at the two ends of second support member 17 respectively, and is bolted or welding manner is solid
Fixed, i.e. the first support member 16 is mutually perpendicular to the second support member 17.In this mode, the first support member 16, the second support member 17
One can be each provided only with, can also be provided with multiple.
Second：As shown in figure 5, on the basis of first way, the first support member 16 and the second support member 17 are all provided with
Have at least two, two adjacent the first support members 16 surround window frame skeleton with two adjacent the second support members 17, first
When support member 16, the second support member 17 are equipped with two or more, multiple window frame skeletons can be surrounded.
The third：As shown in figure 4, on the basis of first way, the first support member 16 is provided with least one, second
Support member 17 is provided with least two, and two relative section steel beams are respectively the first section steel beam and the second section steel beam, the first section steel beam, leans on
First support member 16 of nearly first section steel beam, two adjacent the second support members 17 surround doorframe skeleton.
4th kind：As shown in fig. 6, the first support member 16 is provided with two, two the first support members 16 are respectively along keel frame
11 two diagonal are set；The two ends of each second support member 17 are connected to section steel beam and steel column, the second support member 17
Parallel to one of them the first support member 16, the second support member 17 can be provided with four, and four the second support members 17 are sequentially connected with.
In second and the third mode, because the window frame area of window frame skeleton and the doorframe area of doorframe skeleton are usual
Larger, in order to increase the intensity of this kind of keel unit 1, keel unit 1 also includes the 3rd support member 18, as illustrated in figures 4-5, the 3rd
One end of support member 18 is connected to the drift angle of keel frame 1, and the other end is connected to the first support member 17 and the second support member 18
Intersection, drift angle is located in same quadrangle with intersection, and outside window frame skeleton or doorframe skeleton.In order to further
Increase the intensity of keel unit 1, the 4th support member can also be included, except the quadrangle where 11 4 drift angles of keel frame and
In quadrangle outside window frame skeleton or doorframe skeleton, each quadrangle diagonally can be connected by the 4th support member.When
So, in the first way, the 3rd support member 18 or the 4th support member can also be provided with.
In same keel unit 1, window frame skeleton and doorframe skeleton can be included simultaneously, can also the first, second,
The third mode is combined.
In above-mentioned four kinds of modes, the first support member 16, the second support member 17 and the 3rd support member 18 with keel frame
One end of 11 connections, is directly inserted into the opening of channel-section steel, then the mode for being bolted or welding is fixed.
Multiple keel units 1 can be arranged in the horizontal direction, can also vertically be arranged.
Connection between two adjacent keel units 1 for convenience, wall also includes First Transition connector 2；At least
Part keel unit 1 is arranged in the horizontal direction, and the two neighboring keel unit 1 arranged in the horizontal direction is connected by First Transition
Part 2 is connected, i.e., when keel unit 1 is provided with the second keel connecting member 14, the second keel connecting member on adjacent keel unit 1
14 are connected by First Transition connector 2.
Generally, First Transition connector 2 is made of channel-section steel, to increase the intensity of First Transition connector 2, and then is improved
The integral rigidity of wall.
Wherein, First Transition connector 2 can use following various structures, to adapt to the keel unit of various position relationships
1 connection.
The first：List structure, as shown in Figure 10, when two adjacent keel units 1 are located at same perpendicular, is adopted
Connected with the First Transition connector 2 of list structure.
Second：L-type structure, as shown in figure 11, including orthogonal two sections, respectively first paragraph and second segment,
One section be vertically connected at second segment one end, when First Transition connector 2 is made up of channel-section steel, the notch and second segment of first paragraph
Notch do not connect.When two adjacent keel units 1 are located at orthogonal two vertical planes, using the of L-type structure
One transition piece 2 is connected.
The third：T-type structure, as shown in figure 12, similar to second of L-type structure, only first paragraph is vertically connected at second
The middle part of section.Need to connect three adjacent keel units 1 at the same time, and two of which keel unit 1 is positioned at same vertical flat
Face, when another keel unit 1 is located at another perpendicular vertical with above-mentioned perpendicular, using the first mistake of T-type structure
Cross the connection that connector 2 realizes three keel units 1.
4th kind：Cross-shaped configuration, as shown in figure 13, including orthogonal first paragraph and second segment, usual first paragraph
Midpoint is intersected at second segment.Need to connect four adjacent keel units 1 at the same time, and two of which keel unit 1 is located at
Same perpendicular, when another two keel unit 1 is located at another perpendicular vertical with above-mentioned perpendicular, using cross
The First Transition connector 2 of structure realizes the connection of four keel units 1.
In order to further facilitate connection of the keel unit 1 in vertical direction, wall also includes the second transition piece 3, such as
Shown in Figure 14, at least part keel unit 1 is vertically arranged, and the two neighboring keel unit 1 arranged in vertical direction leads to
Cross the second transition piece 3 to connect, i.e., when keel unit 1 includes the first keel connecting member 13, in the vertical direction is located at not
The first keel connecting member of adjacent two 13 with keel unit 1 is connected by the second transition piece 3.Second transition piece
3 are generally made up of I-steel, to increase the intensity of the second transition piece 3, and then increase the reliability of wall.Second transition connects
Fitting 3 can also be made of channel-section steel.
In the various embodiments described above, the first keel connecting member 13 is provided with the first interface channel, and the first interface channel supplies the second mistake
Cross connector 3 to insert, i.e. the second transition piece 3 inserts the first interface channel, with first by way of screw or welding
Keel connecting member 13 is fixed.By increasing by the first interface channel, it is possible to increase it is reliable that two adjacent keel units 1 are connected
Property.
Second keel connecting member 14 is provided with the second interface channel, and the second interface channel is used to insert for First Transition connector 2
Enter, i.e., First Transition connector 2 inserts the second interface channel, with the second keel connecting member 13 by way of screw or welding
It is fixed.By increasing by the second interface channel, it is possible to increase the reliability of adjacent two keel units 1 connection.
When keel frame 11 is tetragonal, the first keel connecting member 13 is connected to the outside of section steel beam, the second keel
Connector 14 is connected to the outside of steel column.
First keel connecting member 13 can be formed by angle steel by oneself with the second keel connecting member 14, i.e., by two angle steel
Form the first keel connecting member 13 or the second keel connecting member 14.The length of the respective bearing of trend in two edges of angle steel can be with
It is equal, can also be unequal.Generally using the unequal angle steel of length of the respective bearing of trend in two edges.As shown in Fig. 2,9,
First keel connecting member 13 can be combined by two the first angle steel 131, the respective extension side in two edges of the first angle steel 131
To length it is unequal, the short side of the first angle steel 131 is connected to keel frame 11, and the short side of two the first angle steel 131 is opposite
From so, the first interface channel being formed between the long side of two the first angle steel 131 and keel frame 11, generally, the first connection is logical
The bearing of trend in road can be vertical with keel frame 11, can also be in other any non-zero included angles；As shown in Fig. 2,8, the second dragon
Bone connector 14 can be combined by two the second angle steel 141, the length of the respective bearing of trend in two edges of the second angle steel 141
Degree is unequal, and the short side of the second angle steel 141 is connected to keel frame 11, and the outward flange patch of the short side of two the second angle steel 141
Close, so, long side and the short side of two the first angle steel 131 surround the second interface channel, generally, the extension side of the second interface channel
Can also be in any angle to can be parallel with steel column.
Present invention also provides a kind of close rib composite construction system of shaped steel, including the as above wall described in any embodiment.
In addition, the application also provides a kind of assembly method of the close rib composite construction system of shaped steel, including step：
S1：Multiple keel units 1 are installed on by underlying basis by the second transition piece 3, to form bottom wall；
S2：Each keel unit 1 in bottom wall is fixed by First Transition connector 2；
S3：Template is fixed with bottom wall, generally, model sheetinstallat makes template and bottom wall in the outside of bottom wall
Packing space is formed between body；
S4：To bottom wall casting concrete, i.e., in packing space fill concrete, concrete layer 12 is formed, such as Fig. 2 institutes
Show；
S5：Successively assembled bottom wall as underlying basis, and repeat step S1-S4, i.e., wall is by one layer one
The bottom wall of layer is assembled.
Wherein, when forming first bottom wall, underlying basis are ground, in follow-up bottom wall, bottom base
Plinth is the bottom wall of preceding layer.
The preferred embodiment of the application is the foregoing is only, the application is not limited to, for the skill of this area
For art personnel, the application can have various modifications and variations.It is all within spirit herein and principle, made any repair
Change, equivalent substitution, improvement etc., should be included within the protection domain of the application.
Claims (13)
1. a kind of keel unit of the close rib composite construction system of shaped steel, it is characterised in that including keel frame, the first support member,
Second support member and reinforced mesh, first support member, second support member are all connected in the keel frame, and
First support member intersects with second support member；The reinforced mesh is connected to the end face of the keel frame.
2. keel unit according to claim 1, it is characterised in that also connect including the first keel connecting member and the second keel
Fitting；First keel connecting member is connected to the outside of the keel frame with second keel connecting member, is used for
The adjacent keel unit of connection.
3. keel unit according to claim 1 or 2, it is characterised in that the keel frame is in tetragonal, including phase
To two section steel beams and two relative steel columns；First support member is parallel to the section steel beam, and its two ends is distinguished
It is connected to two relative steel columns；Second support member is parallel to the steel column, and its two ends is connected to relatively
Two section steel beams.
4. keel unit according to claim 3, it is characterised in that first support member and second support member are equal
Provided with least two, two adjacent first support members surround window frame skeleton with adjacent two second support members；
And/or
First support member is provided with least one, and second support member is provided with least two, two relative shaped steel
Beam is respectively the first section steel beam and the second section steel beam, first section steel beam, described first close to first section steel beam
Support member, adjacent two second support members surround doorframe skeleton.
5. keel unit according to claim 4, it is characterised in that also including the 3rd support member, the 3rd support member
One end be connected to the drift angle of the keel frame, the other end is connected to the phase of first support member and second support member
At friendship, the drift angle is located in same quadrangle with the intersection, and positioned at the window frame skeleton or the doorframe skeleton
Outside.
6. keel unit according to claim 1 or 2, it is characterised in that the keel frame is in tetragonal, including phase
To two section steel beams and two relative steel columns；First support member is provided with two, two first support members point
Do not set along two diagonal of the keel frame；The two ends of each second support member be connected to the section steel beam with
The steel column, second support member is parallel to the first support member one of them described.
7. a kind of wall, including multiple keel units as described in claim any one of 1-6, two adjacent keel lists
Member connection.
8. wall according to claim 7, it is characterised in that also including First Transition connector；At least partly described dragon
Osteon is arranged in the horizontal direction, and the two neighboring keel unit of horizontal direction arrangement passes through the First Transition connector
Connection.
9. wall according to claim 8, it is characterised in that the First Transition connector is in list structure, L-type knot
Structure, T-type structure or cross-shaped configuration.
10. wall according to claim 8, it is characterised in that also including the second transition piece, at least partly described dragon
Osteon is vertically arranged, and the two neighboring keel unit of vertical direction arrangement passes through second transition piece
Connection.
11. wall according to claim 10, it is characterised in that the keel unit includes the first keel connecting member and the
Two keel connecting members；First keel connecting member is connected to the outer of the keel frame with second keel connecting member
Portion,
First keel connecting member is connected to the outside of the keel frame, and first keel connecting member connects provided with first
Road is connected, first interface channel is inserted for second transition piece；
And/or
Second keel connecting member is connected to the outside of the keel frame, and second keel connecting member connects provided with second
Road is connected, second interface channel is inserted for the First Transition connector.
12. a kind of close rib composite construction system of shaped steel, it is characterised in that including the wall as described in claim any one of 7-11
Body.
13. a kind of assembly method of the close rib composite construction system of shaped steel, it is characterised in that including step：
S1：Multiple keel units as described in claim any one of 1-6 are installed on by bottom base by the second transition piece
Plinth, to form bottom wall；
S2：Each keel unit in the bottom wall is fixed by First Transition connector；
S3：Template is fixed with the bottom wall；
S4：To the bottom wall casting concrete；
S5：Using the bottom wall as the underlying basis, and successively repeat step S1-S4.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710593358.3A CN107152106B (en) | 2017-07-20 | 2017-07-20 | Profile steel multi-ribbed composite structure system, keel unit, wall body and assembly method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710593358.3A CN107152106B (en) | 2017-07-20 | 2017-07-20 | Profile steel multi-ribbed composite structure system, keel unit, wall body and assembly method |
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| CN107152106A true CN107152106A (en) | 2017-09-12 |
| CN107152106B CN107152106B (en) | 2023-09-05 |
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| CN207176983U (en) * | 2017-07-20 | 2018-04-03 | 迈瑞司（北京）抗震住宅技术有限公司 | The close rib composite construction system of shaped steel and its keel unit, wall |
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