CN209670331U - A kind of Bailey beam bracing members compound die carrier system support construction - Google Patents
A kind of Bailey beam bracing members compound die carrier system support construction Download PDFInfo
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- CN209670331U CN209670331U CN201920149115.5U CN201920149115U CN209670331U CN 209670331 U CN209670331 U CN 209670331U CN 201920149115 U CN201920149115 U CN 201920149115U CN 209670331 U CN209670331 U CN 209670331U
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- power transmission
- bracing members
- bailey
- bailey beam
- lower layer
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Abstract
A kind of Bailey beam bracing members compound die carrier system support construction, including structural column, structural beams, structural rail and floor, it further include bracing members, lower layer's power transmission adds beam, Bailey beam, upper layer power transmission adds beam and disk buckles support frame, bracing members, which vertically prop up, withstands on structural beams downside surface, lower layer's power transmission adds beam and two is arranged altogether, the additional beam of lower layer's power transmission is laterally fallen respectively to be set in the top of structural beams, the upside of floor, Bailey beam both ends are overlapped on lower layer's power transmission respectively and add the upper of beam, power transmission additional beam in upper layer, which is fallen, to be set in the upside of Bailey beam, disk buckle support frame fall set upper layer power transmission add beam upside.The utility model takes full advantage of the advantage that mountable steel bridge span is flexible, loading capacity is big, structure is simple, calling is convenient, erection is quick, interchangeability is good, adaptable, greatly reduce the destruction to understructure, improve construction efficiency, have the characteristics that safe and reliable, economical rationality, easy to use, is worth of widely use.
Description
Technical field
The utility model relates to construction formwork system field, especially a kind of bracing members Bailey beam composite construction mould bases
The support construction of system.
Background technique
Metro depot upper cover construction high residential building is the new paragon of urban land comprehensive utilization exploitation, in order to meet subway
The basis of the requirement of rolling stock section's function and space, upper cover building cannot directly land, but turn in the design of rolling stock section's roof structure
Layer is changed as house foundation, conversion layer needs to bear the load of upper cover skyscraper, and span is big, self weight is high so it generally has
The features such as
Conversion layer mould bases is set up the construction loads for needing to bear greatly and is concentrated, and ordinary formwork system is not only constructed cumbersome tired
Difficulty, and will lead to the unbearable construction loads of lower layer's floor and be destroyed.It is in this multilayered structure superstructure layer
In the biggish engineering of risk that massive structure, lower structural layer bearing capacity deficiency, while construction space require again, how
Safe and reliable formwork system is set up as important technical problem.
Utility model content
The purpose of the utility model is to provide a kind of Bailey beam bracing members compound die carrier system support constructions, to solve to convert
Layer mould bases, which is set up, to be needed the construction loads that bears big and concentrates, and ordinary formwork system is not only constructed cumbersome difficulty, but also will lead to
The unbearable construction loads of lower layer's floor and the technical issues of be destroyed.
To achieve the above objectives, the present invention adopts the following technical solutions:
A kind of Bailey beam bracing members compound die carrier system support construction, including resting on the ground the structural column of four corners, consolidating
Surely it is connected between structural column, two structural beams and two structural rails on sustained height, further includes tiling and fixed company
The floor in structural beams and structural rail uper side surface is connect,
It further include that bracing members, the additional beam of lower layer's power transmission, Bailey beam, the additional beam of upper layer power transmission and disk buckle support frame,
The bracing members, which vertically prop up, to be withstood on structural beams downside surface, stands on ground,
Lower layer's power transmission adds beam and two is arranged altogether, and the additional beam of lower layer's power transmission is laterally fallen respectively to be set in the upper of structural beams
Square, floor upside, the length that lower layer's power transmission adds beam are less than the length of structural beams,
The Bailey beam is vertically arranged with one group, and Bailey beam is arranged along the length direction interval that lower layer's power transmission adds beam, shellfish
Thunder roof beam structure is empty, its both ends is overlapped on lower layer's power transmission respectively and adds the upper of beam,
The upper layer power transmission adds beam and is horizontally arranged with one group, and upper layer power transmission adds beam along the length direction interval of Bailey beam
Setting, power transmission additional beam in upper layer, which is fallen, to be set in the upside of Bailey beam,
The disk buckle support frame fall set upper layer power transmission add beam upside.
The bracing members include bottom plate, main body and top plate, and the bottom plate is rectangular slab, the main body include internal arbor and
External steel pipe is fixedly connected on the downside center of top plate at the top of the internal arbor, and the bottom of the internal arbor is fixed to be connected
The central upper in bottom plate is connect, the top of the external steel pipe is also fixedly connected on the downside center of top plate,
Bottom plate reinforcing plate, the top end part of the top plate and external steel pipe are fixedly connected between the bottom plate and internal arbor
Between be fixedly connected with top plate stiffener.
It is I-steel that lower layer's power transmission, which adds beam,.
It includes upright bar, cross bar horizon bar and longitudinal horizontal rod that the disk, which buckles support frame, the length of the longitudinal horizontal rod with
The setting spacing that upper layer power transmission adds beam is adapted.
The Bailey beam is arranged in pairs, the length of the centre distance between adjacent two pairs of Bailey beams and cross bar horizon bar
It is adapted.
It is I-steel that the upper layer power transmission, which adds beam,.
The Bailey beam is unit chip, is detachably connected between adjacent two panels Bailey beam.
The bracing members are located at the downside center of crossbeam.
Compared with prior art the utility model have the characteristics that and the utility model has the advantages that
The compound die carrier architecture of the utility model buckles support frame, shellfish by disk is arranged in structure in conjunction with existing structure
Lei Liang and bracing members composition, so that the load and construction loads of upper structural layer are transferred to by the full framing that disk buckle frame is set up
Bailey beam building platform, by bracing members return back to top floor construct vertical load force transfer system, platform load is transmitted to basis,
Compound die carrier system support construction is not landed to be formed.Specific load path is that upper load is transferred to by full framing
Layer power transmission adds beam, and the load that then upper layer power transmission adds on beam continues to be transferred to Bailey beam, is transferred to after being dispersed by Bailey beam
The Liang Gen lower layer power transmission of downside adds on beam, and the additional beam of lower layer's power transmission is opposite with the original structural beams of structure to should ensure that load from knot
Structure beam is transferred to structural column and passes to basis, and structural beams load is excessive in order to prevent, is also arranged in the corresponding position of structural beams
Return back to top bracing members, is further ensured that the safety of formwork system.
Formwork system in the utility model is convenient to mount and dismount, convenient for the installation and concreting and maintenance of upper reinforcement.
Support system has enough bearing capacities, rigidity and stability, receiving that can be safe and stable in service life, firm greatly across
Generated load in degree, the self weight of overweight reinforced concrete structure, lateral pressure and work progress.
Bailey beam introducing large span, overweight reinforced concrete abode house are built the construction of project by the utility model, in substructure
It takes steel construction to return back to top, set up conversion layer formwork support platform using mountable steel bridge in superstructure, full hall is not landed in formation
The compound die carrier support system of bracket, takes full advantage of that mountable steel bridge span is flexible, loading capacity is big, structure is simple, called side
Just, the advantage quick, interchangeability is good, adaptable is set up, the destruction to understructure is greatly reduced, improves construction effect
Rate has the characteristics that safe and reliable, economical rationality, easy to use, is worth of widely use.
Detailed description of the invention
The utility model is described in more detail with reference to the accompanying drawing.
Fig. 1 is the schematic perspective view of the utility model.
Fig. 2 is the attached view structural schematic diagram of the utility model.
Fig. 3 is the lateral side structure schematic view of the utility model.
Fig. 4 is longitudinal side structure schematic view of the utility model.
Fig. 5 is the structural schematic diagram of Bailey beam.
Fig. 6 is the structural schematic diagram of bracing members.
Appended drawing reference: the ground 1-, 2- structural column, 3- structural beams, 4- structural rail, 5- floor, 6- bracing members,
61- bottom plate, 62- top plate, the inside 63- arbor, the outside 64- steel pipe, 65- bottom plate reinforcing plate, 66- top plate stiffener, 7-
Lower layer's power transmission adds beam, 8- Bailey beam, the additional beam of the upper layer 9- power transmission, 10- disk and buckles support frame, 101- upright bar, 102- cross bar
Horizon bar, 103- longitudinal horizontal rod.
Specific embodiment
Embodiment is referring to shown in Fig. 1-6, a kind of Bailey beam bracing members compound die carrier system support construction, including is located at ground
The structural column 2 of four corners on 1, be fixedly connected between structural column, two structural beams 3 on sustained height and two root knot structures it is vertical
Beam 4 further includes the floor 5 for tiling and being fixedly connected on 4 uper side surface of structural beams 3 and structural rail.
It further include bracing members 6, the additional beam 7 of lower layer's power transmission, Bailey beam 8, upper layer power transmission adds beam 9 and disk buckles support frame 10.
Vertically branch withstands on 3 downside surface of structural beams, stands on ground 1 bracing members 6.
Lower layer's power transmission adds beam 7 and two is arranged altogether, and lower layer's power transmission adds beam 7, and lateral fall is set in structural beams 3 respectively
Top, floor 5 upside, lower layer's power transmission add beam 7 length be less than structural beams 3 length.
The Bailey beam 8 is vertically arranged with one group, and Bailey beam 8 is arranged along the length direction interval that lower layer's power transmission adds beam 7,
Bailey beam 8 is aerial, its both ends is overlapped on lower layer's power transmission respectively and adds the upper of beam 7.
The upper layer power transmission adds beam 9 and is horizontally arranged with one group, and upper layer power transmission adds beam 9 along the length direction of Bailey beam 8
Interval setting, power transmission additional beam 9 in upper layer, which is fallen, to be set in the upside of Bailey beam 8.
The disk buckle support frame 10 fall set upper layer power transmission add beam 9 upside.
The bracing members include bottom plate 61, main body and top plate 62, and the bottom plate is rectangular slab, and the main body includes inner core
Bone 63 and external steel pipe 64, the top of the internal arbor 63 are fixedly connected on the downside center of top plate 62, the internal arbor
63 bottom is fixedly connected on the central upper of bottom plate 61, and the top of the external steel pipe 64 is also fixedly connected under top plate 62
Side center,
Bottom plate reinforcing plate 65, the top plate 62 and external steel pipe are fixedly connected between the bottom plate 61 and internal arbor 63
Top plate stiffener 66 is fixedly connected between 64 top end part.
It is I-steel that lower layer's power transmission, which adds beam 7,.
It includes upright bar 101, cross bar horizon bar 102 and longitudinal horizontal rod 103, the vertical equity that the disk, which buckles support frame 10,
The setting spacing that the length of bar 103 and upper layer power transmission add beam 9 is adapted.
The Bailey beam 8 is arranged in pairs, the centre distance between adjacent two pairs of Bailey beams 8 and cross bar horizon bar 102
Length be adapted.
It is I-steel that the upper layer power transmission, which adds beam 9,.
The Bailey beam 8 is unit chip, is detachably connected between adjacent two panels Bailey beam 8.
The bracing members 6 are located at the downside center of crossbeam.
The construction method of the utility model is as follows:
Step 1: ground grading place measures line setting by conceptual design figure, the frame for bracing members of completing to return back to top
If；
Step 2: completing the assembly of Bailey beam in the venue, and is transported to one layer of completion installation, and installation process utilizes total station
Or the axial location in length and breadth and absolute altitude of theodolite strict control mountable steel bridge.
Step 3: constructing structure column, structural beams, structural rail and floor.
Step 4 installs the additional beam of lower layer's power transmission, Bailey beam, the additional beam of upper layer power transmission and disk on floor and buckles support frame.
Step 5: construction conversion layer, waiting conversion layer structure demoulding age to remove full hall disk, to buckle support frame, lower layer's power transmission attached
Add beam, Bailey beam, upper layer power transmission to add beam and bracing members, puts into next flowing water section construction.
Claims (8)
1. a kind of Bailey beam bracing members compound die carrier system support construction, the structural column including being located at four corners on ground (1)
(2), it is fixedly connected between structural column, two structural beams (3) He Lianggen structural rails (4) on sustained height, further includes
Tile and be fixedly connected on the floor (5) of structural beams (3) and structural rail (4) uper side surface, it is characterised in that:
It further include bracing members (6), lower layer's power transmission additional beam (7), Bailey beam (8), upper layer power transmission adds beam (9) and disk buckles support frame
(10),
Vertically branch withstands on structural beams (3) downside surface, stands on ground (1) bracing members (6),
Lower layer's power transmission adds beam (7) and two is arranged altogether, and lower layer's power transmission adds beam (7), and lateral fall is set in structural beams respectively
(3) upside of top, floor (5), the length that lower layer's power transmission adds beam (7) are less than the length of structural beams (3),
The Bailey beam (8) is vertically arranged with one group, and Bailey beam (8) is set along the length direction interval that lower layer's power transmission adds beam (7)
It sets, Bailey beam (8) is aerial, its both ends is overlapped on lower layer's power transmission respectively and adds the upper of beam (7),
The upper layer power transmission adds beam (9) and is horizontally arranged with one group, and upper layer power transmission adds beam (9) along the length side of Bailey beam (8)
It is arranged to interval, upper layer power transmission adds beam (9) and falls the upside set in Bailey beam (8),
The disk buckles support frame (10) and falls the upside set in upper layer power transmission additional beam (9).
2. Bailey beam bracing members compound die carrier system support construction according to claim 1, it is characterised in that: the steel branch
Support includes bottom plate (61), main body and top plate (62), and the bottom plate is rectangular slab, and the main body includes internal arbor (63) and outside
Steel pipe (64) is fixedly connected on the downside center of top plate (62), the internal arbor (63) at the top of the internal arbor (63)
Bottom be fixedly connected on the central uppers of bottom plate (61), the top of the external steel pipe (64) is also fixedly connected on top plate (62)
Downside center,
It is fixedly connected with bottom plate reinforcing plate (65) between the bottom plate (61) and internal arbor (63), the top plate (62) and outside
Top plate stiffener (66) are fixedly connected between the top end part of steel pipe (64).
3. Bailey beam bracing members compound die carrier system support construction according to claim 1, it is characterised in that: the lower layer
It is I-steel that power transmission, which adds beam (7),.
4. Bailey beam bracing members compound die carrier system support construction according to claim 1, it is characterised in that: the disk is buckled
Support frame (10) includes upright bar (101), cross bar horizon bar (102) and longitudinal horizontal rod (103), the longitudinal horizontal rod (103)
Length and upper layer power transmission add beam (9) setting spacing be adapted.
5. Bailey beam bracing members compound die carrier system support construction according to claim 4, it is characterised in that: the shellfish thunder
Beam (8) is arranged in pairs, and the length of centre distance and cross bar horizon bar (102) between adjacent two pairs of Bailey beams (8) is mutually fitted
It answers.
6. Bailey beam bracing members compound die carrier system support construction according to claim 1, it is characterised in that: the upper layer
It is I-steel that power transmission, which adds beam (9),.
7. Bailey beam bracing members compound die carrier system support construction according to claim 1, it is characterised in that: the shellfish thunder
Beam (8) is unit chip, is detachably connected between adjacent two panels Bailey beam (8).
8. Bailey beam bracing members compound die carrier system support construction according to claim 1, it is characterised in that: the steel branch
Support (6) is located at the downside center of crossbeam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920149115.5U CN209670331U (en) | 2019-01-29 | 2019-01-29 | A kind of Bailey beam bracing members compound die carrier system support construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920149115.5U CN209670331U (en) | 2019-01-29 | 2019-01-29 | A kind of Bailey beam bracing members compound die carrier system support construction |
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| Publication Number | Publication Date |
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| CN209670331U true CN209670331U (en) | 2019-11-22 |
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ID=68567513
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920149115.5U Active CN209670331U (en) | 2019-01-29 | 2019-01-29 | A kind of Bailey beam bracing members compound die carrier system support construction |
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| CN (1) | CN209670331U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111691460A (en) * | 2020-06-24 | 2020-09-22 | 中国建筑第七工程局有限公司 | Subway upper cover large-section transfer beam supporting system and construction method thereof |
-
2019
- 2019-01-29 CN CN201920149115.5U patent/CN209670331U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111691460A (en) * | 2020-06-24 | 2020-09-22 | 中国建筑第七工程局有限公司 | Subway upper cover large-section transfer beam supporting system and construction method thereof |
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