CN109898656A - Support frame and the method for making support frame - Google Patents
Support frame and the method for making support frame Download PDFInfo
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- CN109898656A CN109898656A CN201910231788.XA CN201910231788A CN109898656A CN 109898656 A CN109898656 A CN 109898656A CN 201910231788 A CN201910231788 A CN 201910231788A CN 109898656 A CN109898656 A CN 109898656A
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Abstract
A kind of method that the present invention provides support frame and makes support frame, comprising: the first sub- support frame is arranged on the first sub- support frame fluted；Second sub- support frame, the second sub- support frame include multiple protection hoops；At least one connector is fixed on one end of the described second sub- support frame, and one end of the first sub- support frame is connected on the connector；And the method using support frame production support frame, this invention simplifies the formation process of support frame, while realizing effective connection between floor plates and support frame, and the combination improved between support frame and wall body structure is strong.
Description
Technical field
The present invention relates to technical field of buildings, and in particular to a kind of support frame and the method for making support frame.
Background technique
In the field of construction, support frame is the important component to form building, and wherein support frame a part is
Play the role of girder construction, another part is to play rod structure, and centre-pillar structure is for transmitting the load in girder construction
Lotus, girder construction are subject to the load such as building floorboard, and girder construction transfers loads on rod structure, and rod structure passes load again
On the basis of being delivered to, basis is passed to load on ground again.
Overhead welding mode is generallyd use in the prior art and forms support frame, and the difficulty of this generation type is larger, is unfavorable for
Construction increases building cost；Floor plates are directly to ride on support frame simultaneously, then carry out concreting for building
Laminate and support frame form one, this connection type when building shakes, floor plates and support frame it
Between be easy to happen dislocation, to generate shock to the integral structure that support frame and floor plates are formed, and destroy the one formed
The stability of structure；After forming support frame furthermore with support frame, support frame safety in utilization and between wall body structure
The stability of connection can not meet the needs of modern life.
So how to simplify the technique to form support frame, while realizing effectively connecting between floor plates and support frame
It connects, improves the intensity connected between the bond strength between support frame and floor plates and enhancing support frame and wall body structure,
This is current urgent problem.
Summary of the invention
A kind of method that problems solved by the invention is to provide support frame and makes support frame avoids supporting being formed
Occurs the problem of connection difference of the difficulty greatly and between floor plates in skeleton process；It avoids forming branch using support frame simultaneously
After support, the problem of binding force difference between support frame and wall body structure, consequently facilitating construction, reduces construction cost.
For to solve the above problems, the present invention provides a kind of support frame, comprising: the first sub- support frame, described first
It is arranged on sub- support frame fluted；Second sub- support frame, the second sub- support frame include multiple protection hoops；At least one
A connector is fixed on one end of the described second sub- support frame, and one end of the first sub- support frame is connected to described
On connector.
Optionally, the connector is U-lag shape or rectangular channel-shaped.
Optionally, the described first sub- support frame includes steel construction, multiple support ontologies, multiple support ontology sets
It is located on the outer surface of the steel construction, the groove is arranged on the outer edge of the support ontology.
Optionally, the quantity of the groove is more than or equal to one.
Optionally, when the quantity of the groove is more than or equal to two, at least two grooves are located at the support
On the same outer edge of ontology.
Optionally, the opening direction of two grooves is consistent.
Optionally, the shape of the groove is in U-shape channel-shaped or rectangular channel-shaped.
Optionally, multiple support ontologies are equally spacedly set on the outer surface of the steel construction.
Optionally, the described second sub- support frame further includes having Core Walls Structure, and multiple protection cuffs are located at the core
On the outer surface of cylinder.
Optionally, multiple protection hoops are set at equal intervals on the outer surface of the Core Walls Structure.
Optionally, gap is also formed between the protection hoop and the Core Walls Structure.
Optionally, the outer outer surface for being cut in the Core Walls Structure of protection hoop.
Optionally, the Core Walls Structure edge is circle perpendicular to the section in its axis direction.
It optionally, is hollow structure inside the Core Walls Structure.
The present invention also provides a kind of methods for making support frame, including, above-mentioned support frame is provided, in the support rib
The outside of frame, the support frame inside casting concrete, formed support frame.
Compared with prior art, technical solution of the present invention has the advantage that
Due to the presence of the connector, the connector is connected on one end of the described second sub- support frame, it will
Described first sub- support frame one end is put into the connector and is attached with it, to realize the described first sub- support rib
The connection of frame and the second sub- support frame, this connection type reduce the described first sub- support frame and second son
Link position between support frame, link position at this time, which is reduced to, not to be needed under the position that worker operation holding is looked up
Side, construction worker is freed from original overhead welding mode, reduces the difficulty of construction, has saved the cost built；Simultaneously
Due to having groove on the support frame, since the presence of groove structure provides space to the installation of floor plates, building is realized
Effective between laminate and support frame is engaged；Additionally, due to the presence of the protection hoop, the shape on support frame as described above lateral wall
At there is concrete layer, so that the local material property that support frame as described above is contacted with the wall body structure is close, when occurring, heat expansion is cold
When contracting, since material properties is not allowed nearly to be also easy to produce gap yet between support frame as described above and the wall body structure, to increase
Bond strength between support frame as described above and wall body structure.
Further, since the connector is adopted as U-lag shape or rectangular groove-like structure, increase the first son support
Skeleton enhances the stability of the support frame, changes simultaneously into the connection area between the second sub- support frame
The sub- support frame of connection described first into the described second sub- support frame position, at this time the described first sub- support frame into
The link position of the second sub- support frame is in the lower section of construction location, convenient for the realization of connection, process simplification.
Detailed description of the invention
Fig. 1 to Fig. 5 is support frame of the present invention and is formed using the support frame in an embodiment of support frame respectively to walk
Rapid corresponding structural schematic diagram；
Fig. 6 is the structural schematic diagram of support frame in another embodiment of the invention；
Fig. 7 is the structural schematic diagram of support frame in another embodiment of the present invention.
Specific embodiment
At present in the field of construction, the generation type of support frame is usually exactly by the support frame and rod structure of girder construction
Support frame weld together, later casting concrete formed support frame, then between wall body structure formed connection.
Inventor the analysis found that, the difficulty for forming this support frame is big, at high cost, this is because this welding
Mode belongs to the overhead welding that welding position is in horizontal down, due to molten bath position in weldment in the following, the gravity of welding rod droplet metal
It can hinder the droplet transfer, back of weld is easy to produce recess when overhead welding, and overlap occurs in face bonding road, and welding bead forms difficulty, simultaneously
Construction worker is constantly in the posture looked up, difficult, causes constructional difficulties.
Inventor also found after study, utilize the bond strength between the support frame and floor plates of support frame formation
Difference, this is because floor plates be it is simple build on the support frame, then the two is linked together by casting concrete,
Such connection type is easy to misplace between floor plates and support frame when building shakes, and destroys
Wall body structure；The arrangement of route is not easy to using the wall body structure that the support frame is formed simultaneously, the arrangement of route is caused to be constructed
Difficulty is big, at high cost.
Inventor also found after study, utilize the material properties and wall body structure of the support frame that above-mentioned support frame is formed
Material properties difference it is too big, lead to the poor bonding strength between support frame and wall body structure.
Inventors discovered through research that the link position for being originally defined support frame is reduced to worker using connector
Below the position of operation, worker no longer needs the posture for keeping looking up, and can be achieved with connecting, reduces the difficulty of construction, saves
The cost built；Groove is set on support frame simultaneously, the connection between floor plates and support frame provides enough
Space forms between skeleton easy to support and floor plates and is effectively engaged, and enhances the knot between the support frame and floor plates
Close intensity；Furthermore due to the presence of the protection hoop, the good coagulation of uniformity can be formed on the support frame lateral wall
Soil layer, the property of concrete layer and the material properties of wall body structure are close, when expanding with heat and contract with cold, support frame as described above with it is described
Since material properties is not allowed nearly to be also easy to produce gap yet between wall body structure, thus increase support frame as described above and wall body structure it
Between bond strength.
To make the above purposes, features and advantages of the invention more obvious and understandable, with reference to the accompanying drawing to the present invention
Specific embodiment explain in detail.
Fig. 1 to Fig. 5 is support frame of the present invention and is formed using the support frame in an embodiment of support frame respectively to walk
Rapid corresponding structural schematic diagram.
First embodiment
Referring initially to Fig. 1, support frame 100, including the first sub- support frame 110, groove 111, the second sub- support frame
120,121, connector 130 are bound round in multiple protections.
The connector 130 is connected to one end of the described second sub- support frame 120；
One end of the first sub- support frame 110 is connected on the connector 130.
In the present embodiment, the support frame 100 uses steel material；In other embodiments, the support frame 100 may be used also
Using steel reinforced concrete material or stainless steel material etc..
In the present embodiment, the number of the first sub- support frame 110 is two；In other embodiments, first son
The quantity of support frame can be also the different numbers such as one, three, four, and the quantity of the first sub- support frame is according to reality
Needs setting.
In the present embodiment, the first sub- support frame 110 plays steel beam action in building.
In the present embodiment, the second sub- support frame 120 plays the role of steel column in building.
In the present embodiment, the groove 111 is provided on the first sub- support frame 110；In other embodiments,
The groove 111 of the different numbers such as 2,3 is also provided on the first sub- support frame 110.
In the present embodiment, between the first sub- support frame 110 and the connector 130 by the way of welding；Its
He implements in embodiment, and the connection sides such as riveting also can be used between the first sub- support frame 110 and the connector 130
Formula.
In the present embodiment, welding connecting mode is used between the second sub- support frame 120 and the connector 130；
It can also be using connection types such as rivetings in other embodiments.
In the present embodiment, the quantity of the connector 130 is two, the quantity phase with the described first sub- support frame 110
Deng；In other embodiments, the quantity of the connector 130 can also be one, three etc..
In the present embodiment, the angle between two connectors 130 is 90 °；In other embodiments, two connections
Angle between part 130 can also be 60 °, 180 ° etc..
In the present embodiment, due to the presence of the connector 130, the first sub- support frame 110 and second son
Welding between support frame 120 does not need to can be achieved with welding using overhead welding mode, and the connector 130 is by welding position
Height adjustment does not need the operating position looked up to worker, reduces the difficulty of welding；The connector 130 will be by welding simultaneously
Melting formed molten metal be focused between the connector 130 and the first sub- support frame 110, will not occur due to
Welding effect generate molten metal bath and influence weld melt transition problem, such welding quality be higher than using overhead welding
Welding quality reduces the difficulty of construction, has saved the cost built.
In the present embodiment, the first sub- support frame 110 includes fluted 111, and the groove 111 can give subsequent building
The installation of laminate provides space, is effectively engaged so that can be realized between the support frame 100 and floor plates, is sending out in this way
When raw shaking, restriction can be mutually generated between the support frame 100 and floor plates, prevents the support frame 100 and building
Relative displacement occurs between laminate, to enhance the bond strength between the support frame 100 and floor plates.
In the present embodiment, the second sub- support frame 120 includes multiple protection hoops 121, the support frame
100 intensity is enhanced, and when the described second sub- 120 stress of support frame, which deforms, to be expanded, the protection hoop 121 can
The reaction force of this deformation of resistance is generated to offset partly or completely power, so that the second sub- support frame 120
Deformation reduces, and when this means that generation identical deformation quantity, does not protect the support frame of hoop and the support frame 100 right
Than the deformation force being applied on the support frame 100 will be bigger, so the intensity of the support frame 100 increases.
With reference to Fig. 2, connector 130.
In the present embodiment, the connector 130 uses rectangular channel-shaped；In other embodiments, the shape of the connector 130
It can also be U-lag shape.
In the present embodiment, the connector 130 is easy for and the described first sub- support frame using the purpose of rectangular channel-shaped
110 outer surface forms and is effectively bonded, and forms the high welding surface of welding quality, improves the connector 130 and described first
Weld strength between sub- support frame 110.
With reference to Fig. 3, the first sub- support frame 110 includes groove 111, steel construction 112, multiple support ontologies 113.
The support ontology 113 is set on the outer surface of the steel construction 112；
The groove 111 is arranged on the outer edge of the support ontology 113；
Gap 114 is also formed between the outer surface of the steel construction 112 and the support ontology 113.
In the present embodiment, the shape squarely flute profile of the groove 111；In other embodiments, the shape of the groove 111
At U-lag shape.
In the present embodiment, the quantity of the groove 111 is one；In other embodiments, the quantity of the groove 111 may be used also
Think 2,3,4 or 5 etc..
In the present embodiment, the steel construction 112 uses hollow structure inside, can save material in this way, while can be
Fill concrete in hollow structure can reduce the thermal coefficient of steel construction 112, in this way due to coagulation when fire occurs
Soil is not easy to be burned, to protect steel construction 112.
In the present embodiment, 112 hollow structure inside of steel construction does not have fill concrete；It is described in other embodiments
112 hollow structure inside of steel construction can be with fill concrete.
In the present embodiment, the steel construction 112 axially along section shape be rectangle；In other embodiments, institute
The shape for stating the section axially along of steel construction 112 can also be square or round.
In the present embodiment, the support ontology 113 uses hollow structure.
In the present embodiment, the outer shape of the support ontology 113 uses rectangle；In other embodiments, the support
The outer shape of ontology 113 can also be using square or circle etc..
In the present embodiment, the interior shape of the support ontology 113 uses rectangle；In other embodiments, the support
The internal structure of ontology 113 can also be using I-shaped or square etc..
In the present embodiment, the support ontology 113 uses stainless steel material；Ferroalloy can also be used in other embodiments
Equal materials.
In the present embodiment, outside of 113 sets of ontology of the support in the steel construction 112 can increase to form described first
The bearing capacity of sub- support frame 110, this is because the support ontology 113 can when 112 stress of steel construction expands
This power is offset in the future to provide a reaction force, since the power that the steel construction 112 is subject to has been cancelled a part, at this time
The deformation of the steel construction 112 is with regard to small.When identical deformation occurs for the steel construction 112, it is necessary to Xiang Suoshu the first son support
Apply bigger power on skeleton 110, so the power that the first sub- support frame 110 can carry just becomes larger, so the branch
The presence for supportting ontology 113 is conducive to improve the bearing capacity of the first sub- support frame 110；In addition, by institute's support ontology
113 highest face is higher than the highest face of the steel construction 112, all when the described first sub- 110 stress of support frame, first
For the support ontology 113 by power, this just played the role of the protection steel construction 112 before this, improved the first son support
The stability of skeleton 110.
In the present embodiment, the support ontology 113 is equally spacedly sheathed on the outer surface of the steel construction 112, purpose
It is when the steel construction 112 is by active force, since the support ontology 113 is evenly distributed in the steel construction 112
On outer surface, uniformly it can play the role of reinforcement to the steel construction 112 convenient for the support ontology 113, to help
In equably the first sub- 110 bearing capacity of support frame of raising.
In the present embodiment, gap 114 is also formed between support ontology 113 and the outer surface of the steel construction 112；
On the one hand circulation passage of the gap 114 as concrete is convenient for forming concrete on 112 outer surface of steel construction
Layer；On the other hand, so that binding force enhances between the support ontology 113 and the steel construction 112, to enhance the branch
Support protective effect of the ontology 113 to the steel construction 112.
In the present embodiment, the support ontology 113 is as the connection between the described first sub- support frame 110 and wall
Part realizes effective connection between the first sub- support frame 110 and wall, this is because outside the support ontology 113
It is easily formed between wall in the shape of rule and is effectively bonded, in subsequent casting concrete, convenient for the first son support
Seamless effective be bonded is formed between skeleton 110 and wall；Simultaneously because having the groove on the support ontology 113
111, the groove 111 can provide space again for the installation of floor plates, realize the described first sub- support frame 110 and floor plates
Connection, so that the support ontology 113 has multifunctionality.
In the present embodiment, using the groove 111 on the described first sub- support frame 110, it can be embedded in for subsequent floor plates
Enough spaces are provided into the described first sub- support frame 110, to realize the described first sub- support frame 110 and floor plates
Between effective occlusion, floor plates and the first sub- support frame 110 are formed into an entirety；The floor plates when shaking
When will generate relative displacement between the first sub- support frame 110 and misplace, the first sub- support frame 110
The movement of other side can be mutually restricted between floor plates, to eliminate between floor plates and the first sub- support frame 110
Relative movement, avoid relatively moving the integral structure of the described first sub- support frame 110 and floor plates formation is generated it is larger
Impact force, so as to enhance the stability for the integral structure that floor plates are formed with the described first sub- support frame 110.
With reference to Fig. 4, the second sub- support frame 120 includes that 121, Core Walls Structure 122, gap 123 are bound round in multiple protections.
Multiple protection hoops 121 are set on the outer surface of the Core Walls Structure 122；
Gap 123 is also formed between the Core Walls Structure 122 and protection hoop 121.
In the present embodiment, the Core Walls Structure 122 uses bar material；In other embodiments, the material of the Core Walls Structure is also
Steel material can be used.
In the present embodiment, the inside of the Core Walls Structure 122 is hollow structure；In other embodiments, the Core Walls Structure 122
Inside can also be solid construction.
In the present embodiment, on the one hand the purpose that the inside of the Core Walls Structure 122 is made into hollow structure is to save material, save
On the other hand the inside of the Core Walls Structure 122 is made into hollow structure by cost, convenient for filling in the inside of the Core Walls Structure 122
Concrete, to reduce the combustion coefficient of the Core Walls Structure 122.
In the present embodiment, the Core Walls Structure 122 along perpendicular to the section on its axial direction be circle；Other embodiments
In, the Core Walls Structure 122 perpendicular to the section on its axial direction along can also be square or rectangle.
In the present embodiment, the Core Walls Structure 122 along perpendicular to the section on its axial direction select circular purpose be for
Saving material.
In the present embodiment, the protection hoop 121 has the protection Core Walls Structure 122 and promotes the Core Walls Structure 122
The effect of bearing capacity, the reason is that the outer surfaces that on the one hand the protection hoop 121 is set in the Core Walls Structure 122, when being acted on
When power, is acted on the protection hoop 121 first, play the role of protection to the Core Walls Structure 122；On the other hand, when described
When 122 stress of Core Walls Structure expands, the protection hoop 121 can generate the reaction force for preventing this expansion from occurring, thus
Improve the bearing capacity of the Core Walls Structure 122.
In the present embodiment, the protection hoop 121 also acts as the effect of connector, i.e., by the described second sub- support frame 120
Connection is formed between wall body structure, to save building cost；In subsequent casting concrete, one side concrete is by institute
121 lock of protection hoop is stated in the outside of the Core Walls Structure 122；Still further aspect, the concrete between the protection hoop 121 and wall
One is formed between the concrete in the outside of the Core Walls Structure 101 with lock, thus realize the described second sub- support frame 120 with
Connection between wall.
In the present embodiment, the quantity of the protection hoop 121 uses 5；In other embodiments, the number of the protection hoop 121
Amount can also be the different numbers such as 2,3,6, be arranged according to the actual needs.
In the present embodiment, the protection hoop 121 is equally spacedly distributed on the outer surface of the Core Walls Structure 122, this row
The mode of column can uniformly improve the bearing capacity of the Core Walls Structure 122, will not due to it is described protection hoop 121 being unevenly distributed and
Cause certain a part of the Core Walls Structure 122 that violent deformation occurs, so that the whole performance of the Core Walls Structure 122 is influenced,
It is unfavorable for improving the overall performance of the Core Walls Structure 122.
In the present embodiment, using the gap 123, the gap 123 has the function of draining and assemble, and will pour subsequent
When building concrete, concrete is assembled and is introduced on the outer surface of the Core Walls Structure 122 by the gap 123, convenient for described
The preferable concrete layer of quality is formed on the outer surface of Core Walls Structure 122, to effectively wrap up the Core Walls Structure 122, improves institute
State the fire prevention coefficient of Core Walls Structure 122 and the intensity of the Core Walls Structure 122 and the safety used.
In the present embodiment, the outer surface of protection hoop 121 inner surfaces and the Core Walls Structure 122 is tangent, is arranged in this way
On the one hand purpose is to save the material of the protection hoop 121, on the other hand, this protection hoop 121 and the Core Walls Structure 122
The tangent connection type in outer surface be capable of increasing contact area between the protection hoop 121 and the Core Walls Structure 122, to increase
The protective effect of 121 pairs of Core Walls Structures 122 of the strong protection hoop.
With reference to Fig. 5, support frame 200, including support frame 100, concrete 300, fireprotection layer 400, groove 111.
The concrete 300, outside, the filling Core Walls Structure 122 for covering the support frame 100 be internal, it is described between
In gap 114 and inside the gap 123；
After the second sub- 120 outside casting concrete 300 of support frame, fireprotection layer 400 is also covered on concrete 300.
In the present embodiment, the effect of the groove 111 is to provide enough gaps to the installation of floor plates, enhances floor plates
With the binding force between support frame 200, the stability of subsequent entire wall body structure is improved.
In the present embodiment, it is also covered with fireprotection layer 400 after the described second sub- 120 outside casting concrete 300 of support frame,
The fire prevention coefficient for mainly improving support frame as described above 200, increases safety in utilization.
In the present embodiment, a kind of process for forming support frame as described above 200 is also provided, comprising:
The support ontology 113 is equally spacedly set on 112 outer surface of steel construction first, using welding technique by two
Person links together, and forms the first sub- support frame 110；
Multiple protection hoops 121 are equally spacedly set on the outer surface of the Core Walls Structure 122, using welding procedure
The two is linked together, the second sub- support frame 120 is formed.
The connector 130 is welded to one end of the described second sub- support frame 120；
One end of described first sub- support frame 110 is put into the connector 130；
Using welding procedure by the side wall of the described first sub- support frame 110, bottom and the connector 130 inner wall,
Connection is formed between bottom, forms support frame 100；
Inside the outside of the support frame 110, the Core Walls Structure 122, in the gap 123 and gap
Casting concrete 300 in 114 form support frame as described above 200.
Second embodiment
The difference of second embodiment and first embodiment is only in that on the first sub- support frame described in second embodiment
Groove there are two also setting up.
With reference to Fig. 6, support frame 100, including the first sub- support frame 110, groove 111, the second sub- support frame 120,
121, connector 130 are bound round in multiple protections.
In the present embodiment, the number of the first sub- support frame 110 is three.
In the present embodiment, the first sub- support frame 110 includes the sub- support frame 1101 and second of the first kind first
The sub- support frame 1102 of class first.
In the present embodiment, tool is there are two groove 111 on the sub- support frame 1101 of the first kind first, second class the
There is a groove 111 on one sub- support frame 1102.
In the present embodiment, tool is located at the support there are two groove 111 on the sub- support frame 1101 of the first kind first
On the same outer edge of ontology 113, and the opening direction of two grooves 111 is consistent.
In the present embodiment, the quantity of the sub- support frame 1101 of the first kind first is one；Second class, first son
The quantity of support frame 1102 is two.
In the present embodiment, the quantity of the connector 130 is three, the quantity phase with the described first sub- support frame 110
Deng.
In the present embodiment, fluted 111 quantity and described is arranged in the sub- support frame 1101 of the first kind first above
The quantity that fluted 111 are arranged on second the first sub- support frame 1102 of class is not both due in building construction process, sometimes
Need to be embedded in a floor plates, it is sometimes desirable to two floor plates are embedded in, so the quantitative design of the groove 111 is according to reality
Needs and design.
In other embodiments, the quantity that the sub- support frame 1101 of the first kind first is arranged fluted 111 above may be used also
For the different numbers such as three, four, five because the groove 111 not as be embedded in floor plates space is provided when, it is described recessed
The channel that slot 111 is formed is also used as the flow channel of concrete, moreover it is possible to enhance the described first sub- support frame 110 and wall
And the bond strength between floor plates.
In the present embodiment, the sub- support frame 1101 of the first kind first and the sub- support frame 1102 of second class first
The distribution form of upper groove 111 plays the role of distribution, point of the groove 111 according to the practical needs of groove 111
The regulation that mode for cloth is not fixed.
3rd embodiment
The difference of 3rd embodiment and second embodiment is only two in the quantity of the sub- support frame 1101 of the first kind first
It is a.
In the present embodiment, with reference to Fig. 7, the quantity of the sub- support frame 1101 of the first kind first is two, described in two
It is arranged between the sub- support frame 1101 of the first kind first in 180 ° of angle.
In the present embodiment, the quantity of the connector 130 is 4, and the angle between the adjacent connector 130 is 90 °.
Although present disclosure is as above, present invention is not limited to this.Anyone skilled in the art are not departing from this
It in the spirit and scope of invention, can make various changes or modifications, therefore protection scope of the present invention should be with claim institute
Subject to the range of restriction.
Claims (15)
1. a kind of support frame characterized by comprising
First sub- support frame is arranged on the first sub- support frame fluted；
Second sub- support frame, the second sub- support frame include multiple protection hoops；
At least one connector is fixed on one end of the described second sub- support frame, one end of the first sub- support frame
It is connected on the connector.
2. support frame as described in claim 1, which is characterized in that the connector is U-lag shape or rectangular channel-shaped.
3. support frame as described in claim 1, which is characterized in that the first sub- support frame includes steel construction, multiple
Ontology is supported, multiple support ontologies are set on the outer surface of the steel construction, and the groove setting is in the support sheet
On the outer edge of body.
4. support frame as claimed in claim 3, which is characterized in that the quantity of the groove is more than or equal to one.
5. support frame as claimed in claim 4, which is characterized in that when the quantity of the groove is more than or equal to two, until
Few two grooves are located on the same outer edge of the support ontology.
6. support frame as claimed in claim 5, which is characterized in that the opening direction of two grooves is consistent.
7. support frame as claimed in claim 6, which is characterized in that the shape of the groove is in U-shape channel-shaped or rectangular channel-shaped.
8. support frame as claimed in claim 3, which is characterized in that multiple support ontologies are equally spacedly set in the steel
On the outer surface of structure.
9. support frame as described in claim 1, which is characterized in that the second sub- support frame further includes having Core Walls Structure, more
A protection cuff is located on the outer surface of the Core Walls Structure.
10. support frame as claimed in claim 9, which is characterized in that multiple protection hoops are set in the core at equal intervals
On the outer surface of heart cylinder.
11. support frame as claimed in claim 9, which is characterized in that be also formed between the protection hoop and the Core Walls Structure
Gap.
12. support frame as claimed in claim 9, which is characterized in that the outer outer surface for being cut in the Core Walls Structure of protection hoop.
13. support frame as claimed in claim 9, which is characterized in that the Core Walls Structure is along perpendicular to the section in its axis direction
For circle.
14. support frame as claimed in claim 9, which is characterized in that the inside of the Core Walls Structure is hollow structure.
15. a kind of method for making support frame characterized by comprising
There is provided claim 1-14 arbitrarily as described in support frame；
In the outside of the support frame, the inside casting concrete of the support frame, support frame is formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910231788.XA CN109898656A (en) | 2019-03-26 | 2019-03-26 | Support frame and the method for making support frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910231788.XA CN109898656A (en) | 2019-03-26 | 2019-03-26 | Support frame and the method for making support frame |
Publications (1)
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| CN109898656A true CN109898656A (en) | 2019-06-18 |
Family
ID=66953012
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910231788.XA Pending CN109898656A (en) | 2019-03-26 | 2019-03-26 | Support frame and the method for making support frame |
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| CN206917084U (en) * | 2017-06-29 | 2018-01-23 | 西南科技大学 | A kind of steel straw profile combines flexural member |
| CN210194879U (en) * | 2019-03-26 | 2020-03-27 | 上海息数建筑科技有限公司 | Supporting framework and supporting frame |
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| CN204418527U (en) * | 2014-10-21 | 2015-06-24 | 深圳市绿色建筑产业化研究院有限公司 | A kind of punching block shell post for support tie-beam |
| CN105804237A (en) * | 2016-05-06 | 2016-07-27 | 重庆标王机械设备有限公司 | Space stabilizing structure formed by hinge joint rods |
| CN106480983A (en) * | 2016-12-08 | 2017-03-08 | 四川华构住宅工业有限公司 | A kind of assembled beam-column hinged joint and its assembling mode |
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