CN110258885A - A kind of bidirectional stress truss floor support plate of green energy conservation - Google Patents
A kind of bidirectional stress truss floor support plate of green energy conservation Download PDFInfo
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- CN110258885A CN110258885A CN201910589084.XA CN201910589084A CN110258885A CN 110258885 A CN110258885 A CN 110258885A CN 201910589084 A CN201910589084 A CN 201910589084A CN 110258885 A CN110258885 A CN 110258885A
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- bearing
- bed die
- reinforcing bar
- template
- energy conservation
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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
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of bidirectional stress truss floor support plates of green energy conservation, including bed die mechanism, bearing mechanism and protective housing, bed die mechanism is arranged in rectangular template, three bearing mechanisms are fixedly mounted in bed die mechanism upper surface, two bearing mechanisms are fixedly mounted in bed die mechanism lower end surface, several bearing mechanism specifications are consistent, three bearing mechanisms of bed die mechanism upper surface are equidistantly positioned between each other, the present invention relates to a kind of bidirectional stress truss floor support plates of green energy conservation, the bidirectional stress truss floor support plate of this green energy conservation first changes one-way bearing pressure for bidirectional bearing, and the bearing mechanism of bed die mechanism upper and lower side is used and is dislocatedly distributed, it ensure that the stability of floor support plate pressure-bearing, welding surface is arranged in the installation site of bearing mechanism Yu bed die mechanism simultaneously, reduce unnecessary bearing reinforcing bar, have followed construction technology Green energy conservation Principle, while ensure that the fixed effect of welding surface, further improve the stability of floor support plate pressure-bearing.
Description
Technical field
The invention belongs to truss floor support plate technical field, the bidirectional stress truss floor support plate of specially a kind of green energy conservation.
Background technique
Steel bar truss floor support plate is to belong to one kind without support die mould combination floor support plate；Steel bar girder is in backstage processing space
Patterning process, contour plate is first fixed on girder steel by site operation needs using peg, then is placed steel bar girder and bound, and is tested
Receive after-pouring concrete.
Traditional steel bar truss floor support plate all uses single load bearing, lower in addition to top layer and most in many construction technologies
It is bidirectional bearing that the steel bar truss floor support plate of layer, which is laid with other, and bidirectional bearing needs scene by two steel bar truss floor support plates
Secondary splicing is carried out again, is more wasted time, and traditional single load bearing steel bar truss floor support plate is for the stability of structure
It needs to carry out reinforcement of weld, the original of the green energy conservation in not compound current floor slab construction process using to a large amount of reinforcing rod
Then, and traditional stress truss floor support plate is very easy to that truss is caused to damage during transportation, needs to design one to this
The bidirectional stress truss floor support plate of kind green energy conservation.
Summary of the invention:
The object of the invention is that providing a kind of bidirectional stress truss building of green energy conservation to solve the above-mentioned problems
Board, it is cumbersome to solve single load bearing truss floor support plate assembly, not the problem of green energy conservation.
To solve the above-mentioned problems, the present invention provides a kind of technical solutions:
A kind of bidirectional stress truss floor support plate of green energy conservation, including bed die mechanism, bearing mechanism and protective housing, the bottom
Mold mechanism is arranged in rectangular template, and three bearing mechanisms, bed die mechanism lower end is fixedly mounted in bed die mechanism upper surface
Two bearing mechanisms are fixedly mounted in face, and several bearing mechanism specifications are consistent, and three of bed die mechanism upper surface hold
Press mechanism is equidistantly positioned between each other, and the intermediate bearing mechanism is located at bed die mechanism upper surface longitudinal centre line,
Two bearing mechanisms of bed die mechanism lower end surface are located at two trisection axis line locations of bed die mechanism lower end surface, institute
The periphery for stating bed die mechanism and bearing mechanism is provided with protective housing.
Preferably, the bed die mechanism includes dividing template, described to divide there are three template-setups, a point template described in three is advised
Lattice are consistent and the setting that joins end to end, and are divided in template described in three and are provided with welding surface between two two points of adjacent templates, and two
The welding surface is adapted design with two points of template side specifications respectively, and template is divided to fix described in three by two welding surfaces
Connection.
Preferably, by being divided to template to be fixedly installed with concave far from other two points of template a sides described in one of side
Weld groove, it is described by being divided to template to be fixedly installed with convex welding rod far from other two points of template a sides described in another of side
Concave weld groove and convex welding rod specification are adapted design.
Preferably, three bearing mechanisms include transverse bottom support, vertical bottom support bracket, lower edge reinforcing bar, on
String reinforcing bar and web member reinforcing bar, each bearing mechanism include two transverse bottom supports, two transverse bottom supports
It is fixedly mounted with a point template, the center that two transverse bottom supports are away from each other a side is respectively perpendicular there are two connections
Vertical bottom support bracket, two transverse bottom supports, which mutually pass through the lower edge reinforcing bar that two are parallel to each other close to a side, to be fixed
Connection, two vertical bottom support brackets are fixedly connected between the separate point opposite side in template one end by the reinforcing bar that winds up, described
Wind up reinforcing bar and two lower edge bar gauges it is arranged in parallel, and described wind up between reinforcing bar and two lower edge reinforcing bars in just
Triangle distribution, described wind up form two supporting oblique surfaces, two supporting oblique surfaces between reinforcing bar and two lower edge reinforcing bars
Include inside three web member reinforcing bars, several web member bar gauges are consistent, three web member reinforcing bars of the same supporting oblique surface it
Between be equidistantly positioned.
Preferably, two transverse bottom support specifications are consistent and between each other about dividing template transverse center spool
It is symmetrical.
Preferably, two vertical bottom support bracket specifications are consistent and between each other about dividing template longitudinal center spool
It is symmetrical.
Preferably, two lower edge reinforcing bars are distributed about two transverse bottom support central junction line axial symmetry.
Preferably, several web member reinforcing bars are fixedly connected with wind up reinforcing bar and a lower edge reinforcing bar, Ruo Gansuo simultaneously
The bottom for stating web member reinforcing bar is provided with feet, and several web member reinforcing bars pass through feet and are fixedly mounted respectively with a point template.
Preferably, protective housing two opposite sides side center is fixedly mounted, there are two fixed plates, and two adjacent
The fixed plate be distributed about protective housing side longitudinal centre line axial symmetry, it is fixed between two adjacent fixed plates
It being connected with handle, is hollow setting inside the protective housing, the upper internal chamber wall of the protective housing offers 3 first slots, and three
The first slot specification is consistent and is adapted respectively with three groups of vertical bottom support brackets and the corresponding setting in position, the protective housing
Lower inner cavity wall offers the second slot of twice, and the second slot specification described in twice is consistent and is adapted respectively with two groups of vertical bottom support brackets
And the corresponding setting in position, the protective housing by 3 first slots, the second slot of twice and the vertical bottom support bracket of several groups with
Several bearing mechanisms are slidably installed, and there are two convex blocks for the upper surface fixed installation of the protective housing, and the protective housing lower end surface is opened
If two convex blocks are adapted with two concave blocks and the corresponding setting in position there are two concave block, between two protective housings
It is fastened and connected by two convex blocks and two concave blocks, the protective housing side offers interior accent, runs through anti-at the interior accent
Internal chamber wall offers limit slot to protecting box up and down, the limited position plate of insertion, the limit plate and limit in the limit slot
Slot is adapted setting.
The beneficial effects of the present invention are: having double the present invention relates to a kind of bidirectional stress truss floor support plate of green energy conservation
The characteristics of improving installation effectiveness and green energy conservation to pressure-bearing, specific in use, being held with traditional single load bearing truss building
Plate is compared, firstly, the bidirectional stress truss floor support plate of this green energy conservation first changes one-way bearing pressure for bidirectional bearing,
And the bearing mechanism of bed die mechanism upper and lower side is dislocatedly distributed using equidistant, ensure that the stability of floor support plate pressure-bearing；
Secondly, the bidirectional stress truss floor support plate of this green energy conservation has given up traditional Combination Welding face pressure-bearing column, and
It is the installation site that welding surface is arranged in bearing mechanism Yu bed die mechanism, reduces unnecessary bearing reinforcing bar, reduce steel
The usage amount of muscle, it then follows construction technology Green energy-efficient principle, while ensure that the fixed effect of welding surface, further
Improve the stability of floor support plate pressure-bearing；
Furthermore the bidirectional stress truss floor support plate of this green energy conservation considers that emphatically bidirectional stress truss floor support plate was transporting
Collision problem present in journey, is additionally arranged protective housing, is slidably installed, is being guaranteed with supporting mechanism by the sliding slot inside protective housing
Bidirectional stress truss floor support plate damaged risk during transportation is reduced under the premise of construction efficiency.
Detailed description of the invention:
Detailed description will be given by the following detailed implementation and drawings by the present invention for ease of explanation,.
Fig. 1 is overall structure diagram of the invention；
Fig. 2 is bearing mechanism structural schematic diagram of the invention；
Fig. 3 is protective housing structural schematic diagram of the invention.
In figure: 1, bed die mechanism；2, bearing mechanism；3, protective housing；11, divide template；12, welding surface；13, concave weld groove；
14, convex welding rod；21, transverse bottom support；22, vertical bottom support bracket；23, lower edge reinforcing bar；24, wind up reinforcing bar；25, web member steel
Muscle；31, fixed plate；32, handle；33, the first slot；34, the second slot；35, convex block；36, concave block；37, slot is limited.
Specific embodiment:
As shown in Figs. 1-2, present embodiment uses following technical scheme:
A kind of bidirectional stress truss floor support plate of green energy conservation, including bed die mechanism 1, bearing mechanism 2 and protective housing 3, institute
It states bed die mechanism 1 to be arranged in rectangular template, three bearing mechanisms 2, the bed die is fixedly mounted in 1 upper surface of bed die mechanism
Two bearing mechanisms 2 are fixedly mounted in 1 lower end surface of mechanism, and several 2 specifications of bearing mechanism are consistent, in the bed die mechanism 1
Three bearing mechanisms 2 of end face are equidistantly positioned between each other, and the intermediate bearing mechanism 2 is located at 1 upper end of bed die mechanism
At the longitudinal centre line of face, two bearing mechanisms 2 of 1 lower end surface of bed die mechanism are located at the two of 1 lower end surface of bed die mechanism
The periphery of a trisection axis line location, the bed die mechanism 1 and bearing mechanism 2 is provided with protective housing 3.
Wherein, the bed die mechanism 1 includes dividing template 11, described to divide there are three the settings of template 11, divides template described in three
11 specifications are consistent and the setting that joins end to end, and are divided in template 11 described in three and are provided with weldering between two adjacent two points of templates 11
Junction 12, two welding surfaces 12 are adapted design with two points of 11 side specifications of template respectively, template 11 are divided described in three
It is fixedly connected by two welding surfaces 12.
Wherein, by being divided to template 11 to be fixedly installed with concave far from other two points of templates, 11 a sides described in one of side
Weld groove 13, by being divided to template 11 to be fixedly installed with convex welding rod far from other two points of templates, 11 a sides described in another of side
14, the concave weld groove 13 and 14 specification of convex welding rod are adapted design.
Wherein, three bearing mechanisms 2 include transverse bottom support 21, vertical bottom support bracket 22, lower edge reinforcing bar 23,
Wind up reinforcing bar 24 and web member reinforcing bar 25, and each bearing mechanism 2 includes two transverse bottom supports 21, two transverse directions
Bottom support bracket 21 is fixedly mounted with template 11 is divided, and two transverse bottom supports 21 are away from each other the center difference of a side
Two vertical bottom support brackets 22 are vertically connected with, two 21 phases of transverse bottom support pass through two phases close to a side
Mutually parallel lower edge reinforcing bar 23 is fixedly connected, and two vertical bottom support brackets 22 are separate to be divided between the opposite side in 11 one end of template
By winding up, reinforcing bar 24 is fixedly connected, it is described wind up reinforcing bar 24 and two 23 specifications of lower edge reinforcing bar it is arranged in parallel, and institute
It states and winds up between reinforcing bar 24 and two lower edge reinforcing bars 23 in positive triangle distribution of shapes, reinforcing bar 24 and the two lower edge reinforcing bars of winding up
Two supporting oblique surfaces are formed between 23, include three web member reinforcing bars 25, several web member steel in two supporting oblique surfaces
25 specification of muscle is consistent, is equidistantly positioned between three web member reinforcing bars 25 of the same supporting oblique surface.
Wherein, two 21 specifications of transverse bottom support are consistent and between each other about dividing template 11 transverse center spool
It is symmetrical.
Wherein, two vertical 22 specifications of bottom support bracket are consistent and between each other about dividing template 11 longitudinal center's spool
It is symmetrical.
Wherein, two lower edge reinforcing bars 23 are distributed about two 21 central junction line axial symmetry of transverse bottom support.
Wherein, several web member reinforcing bars 25 are fixedly connected with wind up reinforcing bar 24 and a lower edge reinforcing bar 23 simultaneously, several
The bottom of the web member reinforcing bar 25 is provided with feet, and several web member reinforcing bars 25 are consolidated with template 11 is divided by feet respectively
Dingan County's dress.
Wherein, the 3 two opposite sides side center of protective housing is fixedly mounted there are two fixed plate 31, two adjacent
The fixed plate 31 is distributed about 3 side longitudinal centre line axial symmetry of protective housing, between two adjacent fixed plates 31
It is fixedly connected with handle 32, is hollow setting inside the protective housing 3, the upper internal chamber wall of the protective housing 3 offers 3
One slot 33,33 specification of the first slot described in three is consistent and is adapted respectively with three groups of vertical bottom support brackets 22 and position is corresponding
Setting, the lower inner cavity wall of the protective housing 3 offers the second slot of twice 34,34 specification of the second slot described in twice it is consistent and respectively with
Two groups of vertical bottom support brackets 22 are adapted and the corresponding setting in position, and the protective housing 3 passes through 3 first slots 33, twice the
Two slots 34 and the vertical bottom support bracket 22 of several groups are slidably installed with several bearing mechanisms 2, and the upper surface of the protective housing 3 is fixed
There are two convex block 35,3 lower end surface of protective housing opens up that there are two concave block 36, two convex blocks 35 and two concave blocks 36 for installation
It is adapted and the corresponding setting in position, fastens and connect by two convex blocks 35 and two concave blocks 36 between two protective housings 3
It connects, 3 side of protective housing offers interior accent, offers limit through about 3 internal chamber wall of protective housing at the interior accent and inserts
Slot 37, the interior limited position plate of insertion of the limit slot 37, the limit plate are adapted setting with limit slot 37.
Use state of the invention are as follows: in specific installation, pass through convex block 35 and concave block 36 first for several protective housings 3
It puts down, then again respectively takes out several limit plates from corresponding limit slot 37, then pass through three 33 Hes of the first slot respectively
Two the second slots 34 take out bed die mechanism 1 and bearing mechanism 2, and two bidirectional stress truss floor support plates can pass through the recessed of head and the tail
Welding is fixed in type weld groove 13 and convex welding rod 14, improves the stabilization installed between each plane bearing course truss floor support plate
Property, the bearing mechanism 2 of 1 upper and lower side of bed die mechanism ensure that the stability of floor support plate pressure-bearing using being dislocatedly distributed, while will weld
The installation site of bearing mechanism 2 Yu bed die mechanism 1 is arranged in face 12, reduces the use of unnecessary bearing reinforcing bar, reduces steel
The usage amount of muscle, it then follows construction technology Green energy-efficient principle, while ensure that the fixed effect of welding surface 12, it improves
The stability of floor support plate pressure-bearing, each bearing mechanism 2 wind up between reinforcing bar 24 and two lower edge reinforcing bars 23 in equilateral triangle point
Cloth further enhances the stability of pressure-bearing.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (9)
1. a kind of bidirectional stress truss floor support plate of green energy conservation, which is characterized in that including bed die mechanism (1), bearing mechanism (2)
With protective housing (3), the bed die mechanism (1) is arranged in rectangular template, and bed die mechanism (1) upper surface is fixedly mounted three and holds
Two bearing mechanisms (2), several bearing mechanism (2) rule are fixedly mounted in press mechanism (2), bed die mechanism (1) lower end surface
Lattice are consistent, and three bearing mechanisms (2) of bed die mechanism (1) upper surface are equidistantly positioned between each other, and intermediate institute
It states bearing mechanism (2) to be located at the longitudinal centre line of bed die mechanism (1) upper surface, two of bed die mechanism (1) lower end surface hold
Press mechanism (2) is located at two trisection axis line locations of bed die mechanism (1) lower end surface, the bed die mechanism (1) and pressure-bearing
The periphery of mechanism (2) is provided with protective housing (3).
2. a kind of bidirectional stress truss floor support plate of green energy conservation according to claim 1, it is characterised in that: the bed die
Mechanism (1) includes dividing template (11), described to divide there are three template (11) settings, divides template (11) specification consistent described in three and first
Tail, which is connected, to be arranged, and is divided in template (11) described in three and is provided with welding surface (12) between two adjacent two points of templates (11), and two
A welding surface (12) is adapted design with two points of templates (11) side specification respectively, and point template (11) described in three passes through
Two welding surfaces (12) are fixedly connected.
3. a kind of bidirectional stress truss floor support plate of green energy conservation according to claim 2, it is characterised in that: by side
It is divided to template (11) to be fixedly installed with concave weld groove (13) far from other two points of templates (11) a sides described in one, by side
It is divided to template (11) to be fixedly installed with convex welding rod (14) described in another far from other two points of templates (11) a sides, it is described recessed
Type weld groove (13) and convex welding rod (14) specification are adapted design.
4. a kind of bidirectional stress truss floor support plate of green energy conservation according to claim 1, it is characterised in that: described in three
Bearing mechanism (2) includes transverse bottom support (21), vertical bottom support bracket (22), lower edge reinforcing bar (23), the reinforcing bar that winds up (24)
With web member reinforcing bar (25), each bearing mechanism (2) includes two transverse bottom supports (21), two transverse bottoms
Support (21) is fixedly mounted with template (11) are divided, and two transverse bottom supports (21) are away from each other the center point of a side
It is not vertically connected with two vertical bottom support brackets (22), two transverse bottom supports (21) mutually pass through two close to a side
A lower edge reinforcing bar (23) being parallel to each other is fixedly connected, and two vertical bottom support brackets (22) are separate to divide template (11) one end phase
It is fixedly connected between side by the reinforcing bar that winds up (24), the reinforcing bar that winds up (24) and two lower edge reinforcing bar (23) specifications are mutual
It is arranged in parallel, and is in positive triangle distribution of shapes between the reinforcing bar that winds up (24) and two lower edge reinforcing bars (23), it is described to wind up
Two supporting oblique surfaces are formed between reinforcing bar (24) and two lower edge reinforcing bars (23), include three abdomens in two supporting oblique surfaces
Bar reinforcing bar (25), several web member reinforcing bar (25) specifications are consistent, between three web member reinforcing bars (25) of the same supporting oblique surface
It is equidistantly positioned.
5. a kind of bidirectional stress truss floor support plate of green energy conservation according to claim 4, it is characterised in that: described in two
Transverse bottom support (21) specification is consistent and between each other about dividing template (11) cross central line axial symmetry to be distributed.
6. a kind of bidirectional stress truss floor support plate of green energy conservation according to claim 4, it is characterised in that: described in two
Vertical bottom support bracket (22) specification is consistent and between each other about dividing template (11) longitudinal centre line axial symmetry to be distributed.
7. a kind of bidirectional stress truss floor support plate of green energy conservation according to claim 4, it is characterised in that: described in two
Lower edge reinforcing bar (23) is distributed about two transverse bottom support (21) central junction line axial symmetry.
8. a kind of bidirectional stress truss floor support plate of green energy conservation according to claim 4, it is characterised in that: several described
Web member reinforcing bar (25) is fixedly connected with the reinforcing bar that winds up (24) and a lower edge reinforcing bar (23), several web member reinforcing bars (25) simultaneously
Bottom be provided with feet, several web member reinforcing bars (25) are fixedly mounted with template (11) are divided by feet respectively.
9. a kind of bidirectional stress truss floor support plate of green energy conservation according to claim 1, it is characterised in that: the protection
Case (3) two opposite sides side center is fixedly mounted there are two fixed plate (31), and two adjacent fixed plates (31) are equal
It is distributed about protective housing (3) side longitudinal centre line axial symmetry, is fixedly connected between two adjacent fixed plates (31)
Handle (32), the internal protective housing (3) is hollow setting, and the upper internal chamber wall of the protective housing (3) offers 3 first slots
(33), the first slot (33) specification described in three is consistent and is adapted respectively with three groups of vertical bottom support brackets (22) and position is corresponding
Setting, the lower inner cavity wall of the protective housing (3) offers the second slot of twice (34), the second slot (34) specification described in twice it is consistent and
It is adapted respectively with two groups of vertical bottom support brackets (22) and the corresponding setting in position, the protective housing (3) passes through 3 first slots
(33), the second slot of twice (34) and the vertical bottom support bracket of several groups (22) are slidably installed with several bearing mechanisms (2), described anti-
The upper surface of protecting box (3) is fixedly mounted there are two convex block (35), and protective housing (3) lower end surface is opened up there are two concave block (36),
Two convex blocks (35) are adapted with two concave blocks (36) and the corresponding setting in position, lead between two protective housings (3)
It crosses two convex blocks (35) and two concave blocks (36) is fastened and connected, protective housing (3) side offers interior accent, the interior accent
Through protective housing (3), internal chamber wall offers limit slot (37) up and down at place, the limited position plate of insertion in the limit slot (37),
The limit plate is adapted setting with limit slot (37).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910589084.XA CN110258885B (en) | 2019-07-02 | 2019-07-02 | Green energy-conserving two-way atress truss floor carrier plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910589084.XA CN110258885B (en) | 2019-07-02 | 2019-07-02 | Green energy-conserving two-way atress truss floor carrier plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110258885A true CN110258885A (en) | 2019-09-20 |
| CN110258885B CN110258885B (en) | 2021-02-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910589084.XA Active CN110258885B (en) | 2019-07-02 | 2019-07-02 | Green energy-conserving two-way atress truss floor carrier plate |
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| Country | Link |
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| CN (1) | CN110258885B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112095874A (en) * | 2020-09-16 | 2020-12-18 | 江苏万年达杭萧钢构有限公司 | Detachable steel construction building carrier plate structure |
| CN112682577A (en) * | 2019-10-18 | 2021-04-20 | 江苏固泰建筑材料科技有限公司 | Top-penetrating type finished product support and hanger |
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| KR20130131866A (en) * | 2012-05-25 | 2013-12-04 | 삼광선재 주식회사 | Rebar structure of void concrete slab |
| CN203462575U (en) * | 2013-08-01 | 2014-03-05 | 香港华艺设计顾问(深圳)有限公司 | Concrete-filled steel tube combination column high-conjoined structure provided with two-way steel trusses |
| CN106088437A (en) * | 2016-07-29 | 2016-11-09 | 山东省建筑科学研究院 | A kind of superimposed sheet strengthening two-way transmission force property |
| EP3137705A1 (en) * | 2014-04-30 | 2017-03-08 | Sika Technology AG | 3d fabric for floating floor constructions |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| KR20130131866A (en) * | 2012-05-25 | 2013-12-04 | 삼광선재 주식회사 | Rebar structure of void concrete slab |
| CN202865990U (en) * | 2012-09-26 | 2013-04-10 | 浙江杭萧钢构股份有限公司 | Novel steel structure building system |
| CN203462575U (en) * | 2013-08-01 | 2014-03-05 | 香港华艺设计顾问(深圳)有限公司 | Concrete-filled steel tube combination column high-conjoined structure provided with two-way steel trusses |
| EP3137705A1 (en) * | 2014-04-30 | 2017-03-08 | Sika Technology AG | 3d fabric for floating floor constructions |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112682577A (en) * | 2019-10-18 | 2021-04-20 | 江苏固泰建筑材料科技有限公司 | Top-penetrating type finished product support and hanger |
| CN112095874A (en) * | 2020-09-16 | 2020-12-18 | 江苏万年达杭萧钢构有限公司 | Detachable steel construction building carrier plate structure |
| CN112095874B (en) * | 2020-09-16 | 2021-12-17 | 江苏万年达杭萧钢构有限公司 | Detachable steel construction building carrier plate structure |
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| Publication number | Publication date |
|---|---|
| CN110258885B (en) | 2021-02-26 |
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