CN209260972U - A kind of combined type structure column exempts from erecting device - Google Patents
A kind of combined type structure column exempts from erecting device Download PDFInfo
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- CN209260972U CN209260972U CN201821984414.2U CN201821984414U CN209260972U CN 209260972 U CN209260972 U CN 209260972U CN 201821984414 U CN201821984414 U CN 201821984414U CN 209260972 U CN209260972 U CN 209260972U
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Abstract
The utility model discloses a kind of combined type structure columns to exempt from erecting device, it includes left wall and right wall that the combined type structure column, which exempts from erecting device, there are gaps between the left wall and the right wall, left wall and right wall are all fixed with precast concrete horse tooth trough, the constructional column bar construction being arranged along the vertical direction is fixed in the gap, the precast concrete being arranged along the vertical direction there are two also setting up in the gap exempts from demoulding block, the left wall exempts from demoulding block by two precast concretes with the right wall and is connected, the left wall, the right wall and two precast concretes exempt from demoulding block and are mutually enclosed the cavity structure being arranged along the vertical direction, the constructional column bar construction is located in the cavity structure；It solves using traditional plank sheathing formwork, the demoulding again after the completion of concreting, program is cumbersome, and Constructional Col-umn Construction speed is slow, the second-rate problem of concrete formation.
Description
Technical field
The utility model relates to construction engineering technical fields, and in particular, to a kind of combined type structure column exempts from erecting device.
Background technique
In the masonry structure construction stage, needs to be arranged constructional column and (be detailed in GB50003-2011 " masonry knot in specific setting position
Structure design specification "), usual constructional column be arranged in install during masonry construction first step back into principle need indwelling horse tooth trough, to
After the completion of the binding of constructional column reinforcing bar, using plank sheathing formwork, last casting concrete, this traditional construction method not only gingival cyst of mucous gland in the newborn
Raft indwelling is lack of standardization, and uses plank sheathing formwork, and the demoulding again after the completion of concreting, program is cumbersome, and constructional column is applied
Work speed is slow, and concrete formation quality is general.Therefore, it needs one kind easy for construction, quick in the industry, and can guarantee to form matter
The device of amount.
Utility model content
The purpose of the utility model is to provide a kind of combined type structure columns to exempt from erecting device, solves and utilizes traditional wooden model
Plate formwork, the demoulding again after the completion of concreting, program is cumbersome, and Constructional Col-umn Construction speed is slow, concrete formation quality compared with
The problem of difference.
To achieve the goals above, the utility model provides a kind of combined type structure column and exempts from erecting device, the combination
It includes the left wall and right wall that same perpendicular is arranged in, the left wall and the right wall that formula constructional column, which exempts from erecting device,
There are gap between body, the end face in the left wall close to the gap, which is recessed inwardly, is formed with multiple first grooves, multiple
Equidistant interval is arranged first groove along the vertical direction, and the end face in the right wall close to the gap is recessed inwardly to be formed
There are multiple second grooves, equidistant interval is arranged multiple second grooves along the vertical direction, each first groove and each
It is all fixed with precast concrete horse tooth trough in second groove, the constructional column being arranged along the vertical direction is fixed in the gap
Bar construction, also sets up that there are two the precast concretes being arranged along the vertical direction to exempt from demoulding block, the left wall in the gap
Exempt from demoulding block by two precast concretes with the right wall to be connected, the left wall, the right wall and two
The precast concrete exempts from demoulding block and is mutually enclosed the cavity structure being arranged along the vertical direction, the constructional column bar construction
In the cavity structure, it further includes horse tooth trough anchor, the horse tooth trough that the combined type structure column, which exempts from erecting device,
Anchor one end is inserted into the precast concrete horse tooth trough, and the other end extends in the constructional column bar construction.
Preferably, the horse tooth trough anchor includes dowel, anchor slab and nut, and dowel one end insertion is described prefabricated
In concrete horse tooth trough, the other end is extended in the constructional column bar construction, and the anchor slab is located at the constructional column reinforcing bar knot
In structure, one end of the dowel through the anchor slab and is connected with nut.
Preferably, it includes the plate structure being arranged along the vertical direction that precast concrete, which exempts from demoulding block, the plate structure
Both ends are formed by bending bending section into the gap respectively, two bending sections respectively with the left wall and the right wall
It is inconsistent.
Preferably, the upper end that the precast concrete exempts from demoulding block has been removably secured steel hopper.
Preferably, it further includes horizontally disposed tension rib, the drawing that the combined type structure column, which exempts from erecting device,
It ties muscle one end to be inserted into the right wall, the other end is through the constructional column bar construction and extends in the left wall.
According to the above technical scheme, the utility model provides a kind of combined type structure column and exempts from erecting device, the combination
It includes the left wall and right wall that same perpendicular is arranged in, the left wall and the right wall that formula constructional column, which exempts from erecting device,
There are gap between body, the end face in the left wall close to the gap, which is recessed inwardly, is formed with multiple first grooves, multiple
Equidistant interval is arranged first groove along the vertical direction, and the end face in the right wall close to the gap is recessed inwardly to be formed
There are multiple second grooves, equidistant interval is arranged multiple second grooves along the vertical direction, each first groove and each
It is all fixed with precast concrete horse tooth trough in second groove, the constructional column being arranged along the vertical direction is fixed in the gap
Bar construction, also sets up that there are two the precast concretes being arranged along the vertical direction to exempt from demoulding block, the left wall in the gap
Exempt from demoulding block by two precast concretes with the right wall to be connected, the left wall, the right wall and two
The precast concrete exempts from demoulding block and is mutually enclosed the cavity structure being arranged along the vertical direction, the constructional column bar construction
In the cavity structure, it further includes horse tooth trough anchor, the horse tooth trough that the combined type structure column, which exempts from erecting device,
Anchor one end is inserted into the precast concrete horse tooth trough, and the other end extends in the constructional column bar construction.The dress
It sets that structure is simple, demoulding block is exempted from using precast concrete and piles up to form " shell " of constructional column, without separately using formwork reinforcement, simultaneously
Horse tooth trough uses precast concrete horse tooth trough, causes ofupit-land length different with block or on-site cutting building block without carrying out to masonry,
After constructional column molding, appearance looks elegant is economical and practical, and construction efficiency is high.
Other feature and advantage of the utility model will the following detailed description will be given in the detailed implementation section.
Detailed description of the invention
Attached drawing is to be used to provide a further understanding of the present invention, and constitute part of specification, and following
Specific embodiment be used to explain the utility model together, but do not constitute limitations of the present invention.In the accompanying drawings:
Fig. 1 is the top view that combined type structure column provided by the utility model exempts from erecting device；
Fig. 2 is the structure chart that combined type structure column provided by the utility model exempts from horse tooth trough anchor in erecting device；
Fig. 3 is that combined type structure column provided by the utility model exempts from the structure that precast concrete in erecting device exempts from demoulding block
Figure；
Fig. 4 is the structure chart that combined type structure column provided by the utility model exempts from steel hopper in erecting device；
Fig. 5 is the front view that combined type structure column provided by the utility model exempts from erecting device.
Description of symbols
1- precast concrete exempts from demoulding block 2- precast concrete horse tooth trough
3- horse tooth trough anchor 4- dowel
5- anchor slab 6- nut
The right wall of 7- constructional column bar construction 8-
12- steel hopper 14- constructional column
15- tension rib
Specific embodiment
Specific embodiment of the present utility model is described in detail below in conjunction with attached drawing.It should be understood that herein
Described specific embodiment is only used for describing and explaining the present invention, and is not intended to limit the utility model.
In the present invention, in the absence of explanation to the contrary, the orientation that " vertical direction " etc. is included in the term
Word only represents orientation of the term under normal service condition, or be those skilled in the art understand that be commonly called as, and be not construed as
Limitation to the term.
As Figure 1-Figure 5: the utility model provides a kind of combined type structure column and exempts from erecting device, the combined type structure
Making column to exempt from erecting device includes the left wall and right wall 8 that same perpendicular is arranged in, the left wall and the right wall 8
Between there are gap, the end face in the left wall close to the gap, which is recessed inwardly, is formed with multiple first grooves, Duo Gesuo
Stating the first groove, equidistant interval is arranged along the vertical direction, and the end face in the right wall 8 close to the gap is recessed inwardly to be formed
There are multiple second grooves, equidistant interval is arranged multiple second grooves along the vertical direction, each first groove and each
Precast concrete horse tooth trough 2 is all fixed in second groove, and (the first groove and the second groove here be in the horizontal direction
Alignment), the constructional column bar construction 7 being arranged along the vertical direction is fixed in the gap, is additionally provided with two in the gap
It is described prefabricated by two that a precast concrete being arranged along the vertical direction exempts from demoulding block 1, the left wall and the right wall 8
Concrete exempts from demoulding block 1 and is connected, and it is mutual that the left wall, the right wall 8 and two precast concretes exempt from demoulding block 1
Being enclosed the cavity structure that is arranged along the vertical direction, (left wall and right wall here all includes setting up precast concrete horse
The wall of tooth raft 2, the one side in wall close to gap is all plane), the constructional column bar construction 7 is located at the cavity structure
Interior, it further includes horse tooth trough anchor 3 that the combined type structure column, which exempts from erecting device, and described 3 one end of horse tooth trough anchor is inserted
Enter in the precast concrete horse tooth trough 2, the other end extends in the constructional column bar construction 7.The apparatus structure is simple, adopts
Exempt from demoulding block with precast concrete to pile up to form " shell " of constructional column, without separately using formwork reinforcement, while horse tooth trough is using pre-
Concrete horse tooth trough processed causes ofupit-land length different without carrying out to masonry with block or on-site cutting building block, after constructional column molding,
Appearance looks elegant, economical and practical, construction efficiency is high.
In a kind of preferred embodiment of the utility model, in order to enable constructional column 14 after casting complete can be with
Precast concrete horse tooth trough 2 closely connects, and the horse tooth trough anchor 3 includes dowel 4, anchor slab 5 and nut 6, the dowel 4
One end is inserted into the precast concrete horse tooth trough 2, and the other end extends in the constructional column bar construction 7, the anchor slab 5
In in the constructional column bar construction 7, one end of the dowel 4 through the anchor slab 5 and is connected with nut 6.
In a kind of preferred embodiment of the utility model, in order to enable constructional column 14 after casting complete can be with
Left and right wall closely connects, while being poured for convenience, and it includes the plate being arranged along the vertical direction that precast concrete, which exempts from demoulding block 1,
Structure, the both ends of the plate structure are formed by bending bending section into the gap respectively, two bending sections respectively with institute
It states left wall and the right wall 8 is inconsistent.
It is described in order to facilitate the casting of constructional column bar construction 7 in a kind of preferred embodiment of the utility model
The upper end that precast concrete exempts from demoulding block 1 has been removably secured steel hopper 12.
In a kind of preferred embodiment of the utility model, stability and the antidetonation in order to guarantee entire wall are strong
Degree, it further includes horizontally disposed tension rib 15 that the combined type structure column, which exempts from erecting device, described 15 one end of tension rib
It is inserted into the right wall 8, the other end is through the constructional column bar construction 7 and extends in the left wall.
A kind of concrete construction method that combined type structure column provided by the utility model exempts from erecting device is as follows: left and right wall
It is built using aerated blocks, aerated blocks are by taking 600 × 300 × 200mm as an example；The section ruler of constructional column 14 made of being finally poured
It is very little to be illustrated for 200 × 200；The concave-convex size of precast concrete horse tooth trough 2 is illustrated by taking 200mm as an example, is met
In GB50203-2011 " code for construction and acceptance of masonry structure engineering ", the requirement of " horse tooth trough bumps size is not preferably less than 60mm ",
Adjacent block satisfaction " answers the fissure of displacement to take block, autoclave aerated concrete building block takes block length and is no less than block simultaneously when building filling wall
The requirement of the 1/3 " of block length；Precast concrete is exempted from demoulding block 1 and is divided according to 14 height of actual configuration column, manual handling side
Just；2 concrete strength of precast concrete horse tooth trough is the same as 14 concrete strength of constructional column in design drawing；Horse tooth trough anchoring dress
It sets 3 one end to be embedded in 2 prefabrication process of precast concrete horse tooth trough, anchorage length meets code requirement；Dowel 4 is with diameter for 12
Round steel for, 5 size of anchor slab is illustrated by taking 50 × 50 × 2mm as an example；Its Specific construction step are as follows: first in structural beams and
Bar planting and pre- doweling on structural slab build masonry wall in 14 two sides of constructional column, press code requirement in building process and reserve drawknot
Muscle 15, masonry wall are not necessarily to reserved horse tooth trough, are replaced using precast concrete horse tooth trough 2, be embedded in precast concrete horse tooth trough 2
Horse tooth trough anchor 3, after the completion of masonry, only there are the constructional column of 200 × 200mm, 14 sections, then bind constructional column reinforcing bar
7, after the completion of column reinforcing bar 7 to be constructed is bound, start to seal template, that is, starts masonry precast concrete and exempt from demoulding block 1, precast concrete
Exempt from 1 side of demoulding block to build to top, there are a discharge ports for side, and steel hopper 12 is finally installed at discharge port and uses steel material
The fixed device that struggles against fixes (the fixation device can use the common fixed appliance of those skilled in the art).
Preferred embodiments of the present invention, still, the utility model and unlimited are described in detail in conjunction with attached drawing above
Detail in above embodiment can be to the skill of the utility model in the range of the technology design of the utility model
Art scheme carries out a variety of simple variants, these simple variants belong to the protection scope of the utility model.
It is further to note that specific technical features described in the above specific embodiments, in not lance
It in the case where shield, can be combined in any appropriate way, in order to avoid unnecessary repetition, the utility model is to each
No further explanation will be given for the possible combination of kind.
In addition, any combination can also be carried out between a variety of different embodiments of the utility model, as long as it is not disobeyed
The thought for carrying on the back the utility model, equally should be considered as content disclosed in the utility model.
Claims (5)
1. a kind of combined type structure column exempts from erecting device, which is characterized in that it includes setting that the combined type structure column, which exempts from erecting device,
The left wall and right wall (8) in same perpendicular are set, there are gap, institutes between the left wall and the right wall (8)
The end face for stating the close gap in left wall, which is recessed inwardly, is formed with multiple first grooves, and multiple first grooves are along vertical
Direction equidistant interval is arranged, and the end face in the right wall (8) close to the gap, which is recessed inwardly, is formed with multiple second grooves,
Equidistant interval is arranged multiple second grooves along the vertical direction, in each first groove and each second groove
It is fixed with precast concrete horse tooth trough (2), the constructional column bar construction (7) being arranged along the vertical direction is fixed in the gap,
It also sets up in the gap and exempts from demoulding block (1) there are two the precast concrete that is arranged along the vertical direction, the left wall and described
Right wall (8) exempts from demoulding block (1) by two precast concretes and is connected, the left wall, the right wall (8) and two
A precast concrete exempts from demoulding block (1) and is mutually enclosed the cavity structure being arranged along the vertical direction, the constructional column steel
Muscle structure (7) is located in the cavity structure, and it further includes horse tooth trough anchor that the combined type structure column, which exempts from erecting device,
(3), described horse tooth trough anchor (3) one end is inserted into the precast concrete horse tooth trough (2), and the other end extends to the structure
It makes in column bar construction (7).
2. combined type structure column according to claim 1 exempts from erecting device, which is characterized in that the horse tooth trough anchor
It (3) include dowel (4), anchor slab (5) and nut (6), described dowel (4) one end is inserted into the precast concrete horse tooth trough (2),
The other end extends in the constructional column bar construction (7), and the anchor slab (5) is located in the constructional column bar construction (7), institute
One end of dowel (4) is stated through the anchor slab (5) and is connected with nut (6).
3. combined type structure column according to claim 1 exempts from erecting device, which is characterized in that precast concrete exempts from demoulding block
It (1) include the plate structure being arranged along the vertical direction, the both ends of the plate structure are formed by bending into the gap curved respectively
Pars convoluta, two bending sections are inconsistent with the left wall and the right wall (8) respectively.
4. combined type structure column according to claim 1 exempts from erecting device, which is characterized in that the precast concrete exempts to tear open
The upper end of module (1) has been removably secured steel hopper (12).
5. combined type structure column according to claim 1 exempts from erecting device, which is characterized in that the combined type structure column is exempted from
Erecting device further includes horizontally disposed tension rib (15), and the right wall (8) is inserted into described tension rib (15) one end
Interior, the other end is through the constructional column bar construction (7) and extends in the left wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821984414.2U CN209260972U (en) | 2018-11-29 | 2018-11-29 | A kind of combined type structure column exempts from erecting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821984414.2U CN209260972U (en) | 2018-11-29 | 2018-11-29 | A kind of combined type structure column exempts from erecting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209260972U true CN209260972U (en) | 2019-08-16 |
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ID=67565018
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821984414.2U Active CN209260972U (en) | 2018-11-29 | 2018-11-29 | A kind of combined type structure column exempts from erecting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209260972U (en) |
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2018
- 2018-11-29 CN CN201821984414.2U patent/CN209260972U/en active Active
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