CN208830582U - A kind of secondary structure PCization construction masonry - Google Patents
A kind of secondary structure PCization construction masonry Download PDFInfo
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- CN208830582U CN208830582U CN201821505413.5U CN201821505413U CN208830582U CN 208830582 U CN208830582 U CN 208830582U CN 201821505413 U CN201821505413 U CN 201821505413U CN 208830582 U CN208830582 U CN 208830582U
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Abstract
The utility model discloses a kind of secondary structure PCization construction masonries, belong to technical field of structural engineering, a kind of secondary structure PCization construction masonry, including prefabricated masonry, prefabricated masonry includes a pair of of dry wall section and a pair of of extension mounting portion, and a pair of of extension mounting portion is symmetrical arranged about a pair of of dry wall section oblique angle, constructional column is fixedly connected between a pair of of dry wall section, a pair of of dry wall section one end close to each other, which is dug, the mounting groove to match with horse tooth trough on constructional column, constructional column includes a pair of prefabricated fishbone plate, multiple water-stopping pull rods and center column, corresponding dig has the through-hole to match with water-stopping pull rod on a pair of prefabricated fishbone plate, water-stopping pull rod includes the threaded portion at straight-bar portion and both ends, a pair of of sealing piece is fixedly connected on threaded portion, the construction efficiency that masonry is improved in the way of prefabricated may be implemented, it is existing to reduce construction The construction task of field reduces the accident rate on construction site, and stability and shock resistance are improved.
Description
Technical field
The utility model relates to technical field of structural engineering, construct and build more specifically to a kind of secondary structure PCization
Body.
Background technique
The definition of secondary structure: the concrete structure of some non-bearings in engineering, constructional column, mistake are cut in frame, shear wall, frame
Some parts for needing to complete before decoration such as beam, referred to as secondary structure, PCization construction masonry, PC is precast concrete,
Masonry project refers to common clay brick, load-bearing clay hollow brick, autoclaved lime-sand brick, flyash brick, various middle-size and small-size building blocks and stone
The masonry of material.China just carries out wall reform at present, uses to save farmland, less with common clay brick, further genralrlization is answered
With various building-blocks, wherein with hollow brick mainstream the most.
At this stage, filling wall is generally the construction of the secondary structure in building and builds wherein filling wall is always divided into three kinds of forms
Block, light-weight brick and plate, and China is most of using concrete block masonry, concrete block masonry is gone back in use in construction and in the future
There is a problem of more, firstly, largely building time-consuming and laborious, inefficient, progress is very slow；Secondly, the construction quality of wall
It is poor, mortar be not easy when building it is full, meanwhile, occasionally there are position line is deviateed, influencing the later period makes for the position of masonry
With；Third, the globality for filling wall at this stage is bad, will cause large area when earthquake comes and collapses phenomenon, cannot with load-carrying members
Mass action is constituted, very big hidden danger is brought, for the bearing capacity and stability for improving masonry structure, meets earthquake-resistant structure and wants
It asks, it is necessary to which cast-in-place concrete constructional column is arranged in the predetermined portion in wall, and the construction technology of constructional column is complex cumbersome, leads to
Often need the processes such as first to complete banding steel cage, build a wall before pouring, then in constructional column position formwork, pour, last form removal,
Long the time required to entire work progress, construction process requirement is high, complicated for operation, process is various.
Utility model content
1. technical problems to be solved
Aiming at the problems existing in the prior art, the purpose of this utility model is to provide a kind of constructions of secondary structure PCization
Masonry, the construction efficiency that masonry is improved in the way of prefabricated may be implemented in it, reduces the construction task of construction site, reduces
Accident rate on construction site, and stability and shock resistance are improved.
2. technical solution
To solve the above problems, the utility model adopts the following technical scheme.
A kind of secondary structure PCization is constructed masonry, including prefabricated masonry, the prefabricated masonry include a pair of of dry wall section and
A pair of of extension mounting portion, and a pair of of extension mounting portion is symmetrical arranged about a pair of of dry wall section oblique angle, a pair of dry wall section
Between be fixedly connected with constructional column, a pair of described dry wall section one end close to each other, which is dug, to be had and horse tooth trough phase on constructional column
The mounting groove matched, the constructional column include a pair of prefabricated fishbone plate, multiple water-stopping pull rods and center column, a pair of prefabricated fish
Corresponding dig has the through-hole to match with water-stopping pull rod on thorn plate, and the water-stopping pull rod includes the threaded portion at straight-bar portion and both ends,
It is fixedly connected with a pair of of sealing piece on the threaded portion, is threaded with aerofoil profile fastening nut on a pair of threaded portion, and
Aerofoil profile fastening nut offsets with prefabricated fishbone plate, and the center column is pouring molding, is equipped with ground on the downside of the prefabricated masonry,
The ground upper end is fixedly connected with Vierendeel girder, and Vierendeel girder is set on the outside of prefabricated masonry, and the Vierendeel girder inner end is fixed to be connected
It is connected to the fixed plate to match respectively with a pair of of extension mounting portion, multiple fastening bolts are inserted in the fixed plate, it is described outer
Prolonging mounting portion has the threaded hole to match with fastening bolt, and fastening bolt and threaded hole close to adjacent fixed plate one end cutting
Between be threadedly coupled, the construction efficiency that masonry is improved in the way of prefabricated may be implemented, reduce construction site construction appoint
Business reduces the accident rate on construction site, and stability and shock resistance are improved.
Further, between the prefabricated fishbone plate and dry wall section between be equipped with foam pad, described foam pad or so two
End is coated with waterproof gasket cement, and for improving the leakproofness between prefabricated fishbone plate and dry wall section, construction not only can be improved
Connective stability between column and dry wall section, and spillage is not easy in center column pouring molding.
Further, a pair of described dry wall section one end close to each other is fixedly connected to stable inserted link, and the stabilization is inserted
Multiple equally distributed subtle protrusions are fixedly connected on bar, for improving center column and one after center column pouring molding
To the stability between dry wall section.
Further, the dry wall section upper and lower ends, which are dug, bar shaped sealing groove, filled with soft in the bar shaped sealing groove
Property sealant, not only can be further improved the leakproofness and stability between prefabricated masonry and ground and Vierendeel girder, also reduces
Because of the bring franglibility that is rigidly connected, and then improve shock resistance.
Further, dry wall section rear and front end is embedded with the more equally distributed short muscle of implantation, described prefabricated
Wall section rear and front end is coated with high elongation fiber concrete surface layer, for improving the flatness on dry wall section surface, and makes
It obtains a pair of of dry wall section and constructional column rear and front end is held on same plane, improve aesthetics.
3. beneficial effect
Compared with the prior art, utility model has the advantages that
(1) construction efficiency that masonry is improved in the way of prefabricated may be implemented in this programme, reduces applying for construction site
Work task reduces the accident rate on construction site, and stability and shock resistance are improved.
(2) between prefabricated fishbone plate and dry wall section between be equipped with foam pad, foam pad left and right ends are coated with anti-watertight
Sealing, for improving the leakproofness between prefabricated fishbone plate and dry wall section, not only can be improved constructional column and dry wall section it
Between connective stability, and be not easy spillage in center column pouring molding.
(3) a pair of of dry wall section one end close to each other is fixedly connected to stable inserted link, stablizes and is fixedly connected on inserted link
Multiple equally distributed subtle protrusions, for being improved after center column pouring molding between center column and a pair of of dry wall section
Stability.
(4) dry wall section upper and lower ends, which are dug, bar shaped sealing groove, and flexible adhesive sealant is filled in bar shaped sealing groove, not only may be used
To further increase the leakproofness and stability between prefabricated masonry and ground and Vierendeel girder, also reduce because of the bring that is rigidly connected
Franglibility, and then improve shock resistance.
(5) dry wall section rear and front end is embedded with the more equally distributed short muscle of implantation, and dry wall section rear and front end is equal
Coated with high elongation fiber concrete surface layer, for improving the flatness on dry wall section surface, and make a pair of of dry wall section
It is held on same plane with constructional column rear and front end, improves aesthetics.
Detailed description of the invention
Fig. 1 is the structural schematic diagram after the installation of the utility model part；
Fig. 2 is the structural schematic diagram before the plastering of the utility model part；
Fig. 3 is the structural schematic diagram of the utility model dry wall section part；
Fig. 4 is the structural schematic diagram in Fig. 3 at A；
Fig. 5 is the structural schematic diagram of the utility model prefabricated fishbone plate part；
Fig. 6 is the structural schematic diagram of the utility model water-stopping pull rod part；
Fig. 7 is structural schematic diagram when the utility model center column part pours；
Fig. 8 is the utility model center column part structural schematic diagram after molding.
Figure label explanation:
1 prefabricated masonry, 101 dry wall sections, 102 extension mounting portions, 103 threaded holes, 2 grounds, 3 Vierendeel girders, 4 fixed plates, 5
Fastening bolt, 6 constructional columns, 601 prefabricated fishbone plates, 602 water-stopping pull rods, 6021 straight-bar portions, 6022 threaded portions, 6023 sealing pieces,
603 center columns, 7 stable inserted links, 8 aerofoil profile fastening nuts, 9 foam pads, 10 waterproof gasket cements, the short muscle of 11 implantation, 12 flexibilities are close
Sealing.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe；Obviously, the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment, based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
In the description of the present invention, it should be noted that term " on ", "lower", "inner", "outside", " top/bottom end " etc.
The orientation or positional relationship of instruction is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of description the utility model
It is described with simplifying, rather than the device or element of indication or suggestion meaning must have a particular orientation, with specific orientation structure
It makes and operates, therefore should not be understood as limiting the present invention.In addition, term " first ", " second " are only used for description mesh
, it is not understood to indicate or imply relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " being provided with ", " be arranged/connect ", " connection " etc., shall be understood in a broad sense, such as " connection ", may be a fixed connection, can also be with
It is to be detachably connected, or be integrally connected；It can be mechanical connection, be also possible to be electrically connected；It can be directly connected, it can also be with
Indirectly connected through an intermediary, it can be the connection inside two elements.For the ordinary skill in the art, may be used
The concrete meaning of above-mentioned term in the present invention is understood with concrete condition.
Embodiment 1:
Fig. 1-8, a kind of secondary structure PCization construction masonry are please referred to, including prefabricated masonry 1, prefabricated masonry 1 include a pair
Dry wall section 101 and a pair of of extension mounting portion 102, and a pair of of extension mounting portion 102 is symmetrical about a pair of of 101 oblique angle of dry wall section
It is arranged, is fixedly connected with constructional column 6 between a pair of of dry wall section 101, a pair of of dry wall section 101 one end close to each other, which is dug, to be had
With the mounting groove that horse tooth trough matches on constructional column 6, constructional column 6 includes a pair of prefabricated fishbone plate 601, multiple water-stopping pull rods 602
With center column 603, corresponding dig has the through-hole to match with water-stopping pull rod 602, prefabricated fishbone on a pair of prefabricated fishbone plate 601
Plate 601 can not only serve as the mold of center column 603, and save time and materials without disassembly after pouring molding, and sealing is drawn
Bar 602 includes the threaded portion 6022 in straight-bar portion 6021 and both ends, is fixedly connected with a pair of of sealing piece 6023, spiral shell on threaded portion 6022
It is fixedly connected with a pair of of sealing piece 6023 in line portion 6022, is threaded with aerofoil profile fastening nut 8 on a pair of of threaded portion 6022,
And aerofoil profile fastening nut 8 offsets with prefabricated fishbone plate 601, center column 603 is pouring molding, is equipped with ground on the downside of prefabricated masonry 1
Base 2,2 upper end of ground is fixedly connected with Vierendeel girder 3, and Vierendeel girder 3 is set in prefabricated 1 outside of masonry, and 3 inner end of Vierendeel girder is fixed to be connected
It is connected to the fixed plate 4 to match respectively with a pair of of extension mounting portion 102, multiple fastening bolts 5, extension are inserted in fixed plate 4
Mounting portion 102 is dug close to adjacent 4 one end of fixed plate the threaded hole 103 to match with fastening bolt 5, and fastening bolt 5
It is threadedly coupled between threaded hole 103.
Foam pad 9 is equipped between prefabricated fishbone plate 601 and dry wall section 101,9 left and right ends of foam pad are coated with anti-
Constructional column 6 not only can be improved for improving the leakproofness between prefabricated fishbone plate 601 and dry wall section 101 in watertight sealing 10
With the connective stability between dry wall section 101, and spillage is not easy in 603 pouring molding of center column, a pair of of dry wall section
101 one end close to each other are fixedly connected to stable inserted link 7, are fixedly connected on stable inserted link 7 multiple equally distributed subtle
Protrusion, for improving the stability between center column 603 and a pair of of dry wall section 101 after 603 pouring molding of center column,
101 upper and lower ends of dry wall section, which are dug, bar shaped sealing groove, and flexible adhesive sealant 12 is filled in bar shaped sealing groove, not only can be into one
Step improves the leakproofness and stability between prefabricated masonry 1 and ground 2 and Vierendeel girder 3, also reduces because rigid connection bring is easy
Folding endurance, and then shock resistance is improved, 101 rear and front end of dry wall section is embedded with the more equally distributed short muscle 11 of implantation, prefabricated
101 rear and front end of wall section is coated with high elongation fiber concrete surface layer, for improving the flatness on 101 surface of dry wall section,
And a pair of of dry wall section 101 and 6 rear and front end of constructional column are held on same plane, aesthetics is improved.
Referring to Fig. 3, factory carry out prefabricated masonry 1 it is prefabricated when, will be a pair of prefabricated using a pair of prefabricated fishbone plate 601
Wall section 101 connects, and is fixed after a pair of prefabricated fishbone plate 601 using more water-stopping pull rods 602 and is locked with aerofoil profile fastening nut 8,
It is formed between a pair of prefabricated fishbone plate 601 and a pair of of dry wall section 101 and pours chamber, back out the wing after 603 pouring molding of center column
Type fastening nut 8 plasters to dry wall section 101 and prefabricated 601 surface of fishbone plate, high elongation fiber concrete surface layer covering
It is implanted into short muscle 112mm, transport is to construction site after prefabricated masonry 1 is integrally formed, using multiple fastening bolts 5 by fixed plate
4 and the realization of extension mounting portion 102 be detachably connected, finally filling flexible sealant 12 and ground 2, Vierendeel girder into bar shaped sealing groove
The construction efficiency that masonry is improved in the way of prefabricated may be implemented compared with prior art in 3 flexible connections, reduces construction
The construction task at scene reduces the accident rate on construction site, and stability and shock resistance are improved.
More than, the only preferable specific embodiment of the utility model；But the protection scope of the utility model is not limited to
In this.Anyone skilled in the art within the technical scope disclosed by the utility model, according to the utility model
Technical solution and its improve design be subject to equivalent substitution or change, should all cover within the protection scope of the present utility model.
Claims (5)
- The masonry 1. a kind of secondary structure PCization is constructed, including prefabricated masonry (1), it is characterised in that: the prefabricated masonry (1) includes A pair of of dry wall section (101) and a pair of of extension mounting portion (102), and a pair of of extension mounting portion (102) is about a pair of of dry wall section (101) oblique angle is symmetrical arranged, and is fixedly connected with constructional column (6) between a pair of dry wall section (101), a pair of dry wall Section (101) one end close to each other, which is dug, the mounting groove to match with horse tooth trough on constructional column (6), constructional column (6) packet Include a pair of prefabricated fishbone plate (601), multiple water-stopping pull rods (602) and center column (603), a pair of prefabricated fishbone plate (601) corresponding dig has the through-hole to match with water-stopping pull rod (602) on, and the water-stopping pull rod (602) includes straight-bar portion (6021) and the threaded portion at both ends (6022) it, is fixedly connected with a pair of of sealing piece (6023) on the threaded portion (6022), it is a pair of It is threaded with aerofoil profile fastening nut (8) on the threaded portion (6022), and aerofoil profile fastening nut (8) and prefabricated fishbone plate (601) it offsets, the center column (603) is pouring molding, is equipped with ground (2) on the downside of the prefabricated masonry (1), the ground (2) upper end is fixedly connected with Vierendeel girder (3), and Vierendeel girder (3) is set on the outside of prefabricated masonry (1), Vierendeel girder (3) inner end It is fixedly connected with the fixed plate (4) to match respectively with a pair of of extension mounting portion (102), is inserted on the fixed plate (4) more A fastening bolt (5), the extension mounting portion (102) is dug close to adjacent fixed plate (4) one end to be had and fastening bolt (5) phase Matched threaded hole (103), and be threadedly coupled between fastening bolt (5) and threaded hole (103).
- The masonry 2. a kind of secondary structure PCization according to claim 1 is constructed, it is characterised in that: the prefabricated fishbone plate (601) between dry wall section (101) between be equipped with foam pad (9), foam pad (9) left and right ends are coated with waterproof sealing Glue (10).
- The masonry 3. a kind of secondary structure PCization according to claim 1 is constructed, it is characterised in that: a pair of dry wall section (101) one end close to each other is fixedly connected to stable inserted link (7), is fixedly connected on the stable inserted link (7) multiple uniform The subtle protrusion of distribution.
- The masonry 4. a kind of secondary structure PCization according to claim 1 is constructed, it is characterised in that: the dry wall section (101) upper and lower ends, which are dug, bar shaped sealing groove, is filled with flexible adhesive sealant (12) in the bar shaped sealing groove.
- The masonry 5. a kind of secondary structure PCization according to claim 1 is constructed, it is characterised in that: the dry wall section (101) rear and front end is embedded with the more equally distributed short muscle (11) of implantation, and dry wall section (101) rear and front end applies It is covered with high elongation fiber concrete surface layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821505413.5U CN208830582U (en) | 2018-09-14 | 2018-09-14 | A kind of secondary structure PCization construction masonry |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821505413.5U CN208830582U (en) | 2018-09-14 | 2018-09-14 | A kind of secondary structure PCization construction masonry |
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| Publication Number | Publication Date |
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| CN208830582U true CN208830582U (en) | 2019-05-07 |
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| CN201821505413.5U Active CN208830582U (en) | 2018-09-14 | 2018-09-14 | A kind of secondary structure PCization construction masonry |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235805A (en) * | 2021-05-31 | 2021-08-10 | 重庆金彧新型环保建材有限公司 | Method for manufacturing prefabricated ribbon board |
-
2018
- 2018-09-14 CN CN201821505413.5U patent/CN208830582U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235805A (en) * | 2021-05-31 | 2021-08-10 | 重庆金彧新型环保建材有限公司 | Method for manufacturing prefabricated ribbon board |
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