CN208668930U - Fabricated construction turning is installed by bracing means - Google Patents
Fabricated construction turning is installed by bracing means Download PDFInfo
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- CN208668930U CN208668930U CN201821233871.8U CN201821233871U CN208668930U CN 208668930 U CN208668930 U CN 208668930U CN 201821233871 U CN201821233871 U CN 201821233871U CN 208668930 U CN208668930 U CN 208668930U
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Abstract
The utility model relates to fabricated construction turnings to install bracing means, including the first wall and the second wall, first wall and second wall include interior wall layers, in-situ layer is filled between the interior wall layers of first wall and the interior wall layers of second wall, several reserving installation holes are offered in each interior wall layers, pre-buried reinforcing rib is equipped in the reserving installation hole, the pre-buried reinforcing rib connects the in-situ layer and the interior wall layers.The utility model provides a kind of structure simple, at low cost, easy to operate fabricated construction turning installation bracing means.
Description
Technical field
The utility model relates to the realm of building construction, install bracing means more particularly to a kind of fabricated construction turning.
Background technique
Country's assembled architecture starts to rise at present, and country actively promotes, and is the inexorable trend of domestic construction industry development.But
It is the form of construction work of existing fabricated shear wall corner is mostly the form of assembling reinforcement, on the inside of shear wall, outside adopts
The pouring concrete in spaces reinforced with template, and surrounded in template.But existing formwork structure, in assembled architecture
In the PCF plate work progress of turning, there is when casting concrete interior wall, cast-in-place structural is low with wall body structure bonding strength, structure
Stability is poor and assembling type outer wall edge joint position has rise mould, spillage and other issues.
Therefore, the structural strength between cast-in-place structural and wall is low, and rise at assembling type outer wall splicing seams mould, spillage etc. are asked
Topic is urgent problem to be solved in construction.
Utility model content
A kind of the technical problem to be solved by the present invention is to provide structures assembled simple, at low cost, easy to operate
Structural corners install bracing means.
The utility model fabricated construction turning installation bracing means, including the first wall and the second wall, described first
Wall and second wall include interior wall layers, between the interior wall layers of first wall and the interior wall layers of second wall
In-situ layer is filled, several reserving installation holes are offered in each interior wall layers, pre-buried add is equipped in the reserving installation hole
Strengthening tendons, the pre-buried reinforcing rib connect the in-situ layer and the interior wall layers.
Preferably, first wall and second wall further include insulating layer and outer wall layers, the outer wall layers, described
Insulating layer and the interior wall layers are arranged successively.
In above-mentioned any scheme preferably, be connected between first wall and second wall inner template and
The inside of the interior wall layers is arranged in exterior sheathing, the inner template, and the outside of the outer wall layers is arranged in the exterior sheathing.
In above-mentioned any scheme preferably, the exterior sheathing includes heat insulation formwork, outer wall template and fixation kit, institute
It states outer wall template, the heat insulation formwork and the in-situ layer to be arranged successively, the fixation kit and the outer wall template and/or institute
Heat insulation formwork is stated to fix.
In above-mentioned any scheme preferably, the fixation kit includes reinforcing support plate and reinforcing connecting plate, described
Reinforce support plate and the reinforcement connecting plate cross-fixing.
In above-mentioned any scheme preferably, the reinforcement support plate level is fixed, and the reinforcement connecting plate is solid vertically
It is fixed.
In above-mentioned any scheme preferably, connection is fully welded between the reinforcement support plate and the reinforcement connecting plate.
In above-mentioned any scheme preferably, standing screw, the fixation are fixedly connected in the reinforcement support plate
Screw rod is through the connection outer wall template and/or the heat insulation formwork.
In above-mentioned any scheme preferably, be connected with locking nut on the standing screw, the locking nut with
Fine tuning locking member is equipped between the reinforcement support plate.
In above-mentioned any scheme preferably, the pre-buried reinforcing rib is set as bolt screw thread.
The utility model fabricated construction turning install the bracing means prior art the difference is that: the utility model dress
Bracing means, including the first wall and the second wall are installed with formula structural corners, the first wall and the second wall include interior wall
Layer, fills in-situ layer between the interior wall layers of the first wall and the interior wall layers of the second wall, offers several in each interior wall layers
Reserving installation hole, reserving installation hole is interior to be equipped with pre-buried reinforcing rib, pre-buried reinforcing rib connection in-situ layer and interior wall layers；
By adding pre-buried reinforcing rib between in-situ layer and interior wall layers, reinforce the interior wall layers and in-situ layer of assembled wall
Between structural strength, prevent that crackle, the stable structure such as fracture occur between assembled wall and in-situ layer, guarantee the whole of wall
Body structural strength, whole load-bearing capacity, whole service life, it is applied widely, suitable for the connection between adjacent two pieces of walls
Construction, the construction being particularly suitable at the connecting corner of PCF plate；
Pre-buried reinforcing rib is arranged at intervals with several in the short transverse of interior wall layers and in-situ layer, the quantity of pre-buried reinforcing rib
It is designed according to parameters such as wall height, wall body structure intensity requirements.Pre-buried reinforcing rib protrudes into interior wall layers, the length of in-situ layer
It is adjusted according to actual needs；
After adding pre-buried reinforcing rib between interior wall layers and in-situ layer, structural strength improves 20% or so, improves entirety
Stability improves the shock resistance of structure, wall life 10 years under theoretical condition.
Detailed description of the invention
The fabricated construction turning installation bracing means of the utility model is described further with reference to the accompanying drawing.
Fig. 1 is the overall structure signal for the preferred embodiment that bracing means is installed at the utility model fabricated construction turning
Figure；
Fig. 2 is that the sectional structure for the embodiment illustrated in fig. 1 that bracing means is installed at the utility model fabricated construction turning shows
It is intended to；
Fig. 3 is the first wall that preferred embodiment shown in Fig. 1 of bracing means is installed at the utility model fabricated construction turning
The configuration schematic diagram of plate and the second wallboard；
Fig. 4 is the standing screw for the embodiment illustrated in fig. 1 that bracing means is installed at the utility model fabricated construction turning
Fixed structure schematic diagram.
Attached drawing mark: 1, outer wall layers；2, insulating layer；3, interior wall layers；4, inner template；5, in-situ layer；6, heat insulation formwork；7, outer
Wall form；8, reinforce support plate；9, standing screw；10, reinforce connecting plate；11, pre-buried reinforcing rib；12, the first wall；13,
Two walls；14, reserving installation hole；15, wall reinforcing rib；16, locking nut；17, supporting plate is connected；18, elastic locking ring.
Specific embodiment
In conjunction with shown in Fig. 1-4, bracing means, including the first wall 12 and the are installed in the utility model fabricated construction turning
Two walls 13, the first wall 12 and the second wall 13 include interior wall layers 3, the interior wall layers 3 of the first wall 12 and the second wall 13
Interior wall layers 3 between fill in-situ layer 5, it is each in offer several reserving installation holes 14 in wall layers 3, in reserving installation hole 14
Equipped with pre-buried reinforcing rib 11, pre-buried reinforcing rib 11 connects in-situ layer 5 and interior wall layers 3.
In the installation process of wall, the junction of the first wall 12 and the second wall 13 need to carry out cast-in-site and be formed now
Layer 5 is poured, in-situ layer 5 is used to connect the first wall 12 and the second wall 13, guarantee between the first wall 12 and the second wall 13
Bonding strength, but in the prior art, in 5 casting process of in-situ layer, the assembled wall and 5 wall of in-situ layer of shear wall connect
The low problem of intensity is connect, the present embodiment solves problems of the prior art, by between in-situ layer 5 and interior wall layers 3
Pre-buried reinforcing rib 11 is added, reinforces the structural strength between the interior wall layers 3 and in-situ layer 5 of assembled wall, prevents assembled wall
Crackle, the stable structure such as fracture occur between body and in-situ layer 5, guarantees the overall structural strength of wall, entirety load-bearing capacity, whole
Body service life, it is applied widely, suitable for the connection construction between adjacent two pieces of walls, it is particularly suitable for the connection of PCF plate
The construction of corner.
Specifically, pre-buried reinforcing rib 11 is arranged at intervals with several in interior wall layers 3 and the short transverse of in-situ layer 5, it is pre-buried
The quantity of reinforcing rib 11 is designed according to parameters such as wall height, wall body structure intensity requirements.In pre-buried reinforcing rib 11 protrudes into
Wall layers 3, the length of in-situ layer 5 are adjusted according to actual needs, it is preferred that pre-buried reinforcing rib 11 protrudes into the length of interior wall layers 3
It is identical as the length of in-situ layer 5, guarantee interior wall layers 3 and 5 producing balanced forces of in-situ layer.
Further, pre-buried reinforcing rib 11 is set as bolt screw thread, and bolt screw thread simple installation, at low cost, reduction are constructed into
This.In the construction process, bolt screw thread is screwed in reserving installation hole 14, realizes the fixation between bolt screw thread and interior wall layers 3,
Fixed form is stablized, easy construction；In-situ layer 5 is poured again, realizes that the reinforcement to in-situ layer 5 supports and reinforces cast-in-place
Bonding strength between layer 5 and interior wall layers 3.
Further, the first wall 12 and the second wall 13 further include insulating layer 2 and outer wall layers 1, outer wall layers 1, insulating layer 2
It is arranged successively with interior wall layers 3, outer wall layers 1, insulating layer 2, interior wall layers 3 are spliced to form sandwich panel structure, improve the knot of wall
Structure intensity, thermal insulation property, sound insulation and noise reduction performance etc..Also, several wall reinforcing ribs 15 are provided in interior wall layers 3, wall adds
Strengthening tendons 15 generally select reinforcing bar, play the role of reinforcing strength of wall body, in the width direction of interior wall layers 3, reinforcing bar extends interior wall
Layer 3, during in-situ layer 5 is poured, the reinforcing bar that interior wall layers 3 are stretched out is cast in in-situ layer 5, plays reinforcement connection
And reinforce the effect of support in-situ layer 5.
Further, inner template 4 and exterior sheathing are connected between the first wall 12 and the second wall 13, inner template 4 is arranged
In the inside of interior wall layers 3, the outside of outer wall layers 1 is arranged in exterior sheathing.Inner template 4 and exterior sheathing play the work of supporting cast-in-place structural
With preventing from leading to the problem of spillage in casting process, specifically, inner template 4 selects conventional cast template, inner template 4 passes through interior
Wall layers 3 are fixed, and carry out supporting to the inside of in-situ layer 5；Exterior sheathing is fixed by outer wall layers 1, and exterior sheathing is to cast-in-place
The outside of structure carries out supporting, and exterior sheathing uses the structure of independent design.
Preferably, exterior sheathing includes heat insulation formwork 6, outer wall template 7 and fixation kit, outer wall template 7, heat insulation formwork 6 with
In-situ layer 5 is arranged successively, and fixation kit and outer wall template 7 and/or heat insulation formwork 6 are fixed.Outer wall template 7 is corresponding with outer wall layers 1
Setting, heat insulation formwork 6 are correspondingly arranged with insulating layer 2, and in-situ layer 5 is corresponding with interior wall layers 3, and outer wall template 7 and heat insulation formwork 6 can
Strengthening supporting is carried out as template, after the completion of construction, outer wall template 7 and heat insulation formwork 6 are not necessarily to directly as a part of wall
Construction period is shortened in secondary construction, saves construction cost.In work progress, the fixation of outer wall template 7, inside wall formwork is to pass through
Fixation kit is reinforced, and fixation kit is fixed with outer wall layers 1, while fixation kit and outer wall template 7 and/or interior wall mould
Plate is fixed, and guarantees the stabilization of exterior sheathing, is not in the problem of rising by mould and spillage.Fixation kit can be fixed on outer wall mould
On plate 7, inside wall formwork is fixed by pressuring action；Fixation kit can also fixed outer wall template 7 and interior wall mould simultaneously
Plate reinforces overall stability.
Specifically, the size of outer wall template 7, thickness, material etc. are consistent with outer wall layers 1, heat insulation formwork 6 also with guarantor
Warm layer 2 is consistent, and in-situ layer 5 and interior wall layers 3 are consistent, is facilitated selection, is reduced cost, convenient for construction.
Preferably, fixation kit includes reinforcing support plate 8 and reinforcing connecting plate 10, reinforces support plate 8 and reinforces connecting plate
10 cross-fixings.Reinforce support plate 8 and reinforcement connecting plate 10 is equipped with several, reinforces connection；Reinforce support plate 8 and reinforces connecting
The connection angle of fishplate bar 10 is set as needed, multi-angle connection, more flexible changeable in work progress, adaptable, and protects
Card stress is more stable, also improves the fixing intensity of fixation kit.
It is fixed it is further preferred that reinforcing 8 level of support plate, reinforcement connecting plate 10 is fixed vertically, and guarantee is horizontally and vertically
The stable structure in direction convenient for design and calculates.
Further, reinforce support plate 8 and reinforce being fully welded connection between connecting plate 10, guarantee to reinforce support plate 8 and reinforce
Bonding strength between connecting plate 10 also guarantees the integral strength of template, prevents rise mould and spillage problem.
Angle steel is selected with support plate 8 is reinforced specifically, reinforcing connecting plate 10, structure is simple, at low cost, reinforces connecting plate
10 are arranged in corner, and the side of angle steel is fitted on outer wall template 7, reinforce protection, reinforce the side fitting of support plate 8
On wall, another side is perpendicular to wall.
After the fixation of angle steel, generated external force is transferred to the heat insulation formwork 6 and exterior wall of sandwich wallboard when pouring
In template 7, generated mould and the spillage phenomenon of rising when PCF plate in-situ layer 5 pours is significantly solved.
Further, reinforce being fixedly connected with standing screw 9 in support plate 8, standing screw 9 is through connection outer wall template 7
And/or heat insulation formwork 6, reinforce support plate 8 and be fixedly connected by standing screw 9 with outer wall template 7 and/or heat insulation formwork 6, is reinforced
Connecting plate 10 is connect by being fully welded and reinforcing support plate 8, and connection is easy.The one end for reinforcing support plate 8 is run through by standing screw 9
It is connected on outer wall template 7 or through being connected on outer wall template 7 and inside wall formwork, reinforces the fixed company of the other end of support plate 8
It connects on the first wall 12 or the second wall 13, realizes the fixation for reinforcing support plate 8.
It is further preferred that being connected with locking nut 16 on standing screw 9, it is locked, locks to standing screw 9
It is equipped with fine tuning locking member between nut 16 and reinforcement support plate 8, reinforces the fixation to standing screw 9, it is certain to be also provided to template
Activity surplus, the problem of preventing template to be split up appearance.
Specifically, fine tuning locking member includes connection supporting plate 17 and elastic locking ring 18, elastic locking ring 18 is set as arc ring,
Elastic locking ring 18 can be fixedly connected on connection supporting plate 17 for open ring structure or closure ring structure, elastic locking ring 18
On, elastic locking ring 18 is at least provided with two on connection supporting plate 17, and standing screw 9 runs through connection supporting plate 17, standing screw 9
Two sides are equipped with elastic locking ring 18.Preferably, elastic locking ring 18 is open ring structure, the central angle of elastic locking ring 18
Greater than 180 °；When installation, standing screw 9 tightens locking nut 16, elastic locking ring on connection supporting plate 17, standing screw 9
18 are pressed on template or wall, and when template or wall generate deformation, elastic locking ring 18 can be by shape adjustment, to mould
The deformation of plate and wall is absorbed, and is reduced template or wall deformation to integrally-built influence, is improved structural stability.
Further, add gasket between elastic locking ring 18 and wall or template, locking nut 16 with connect supporting plate
Gasket is added between 17.
Bracing means is installed at the fabricated construction turning of the present embodiment, the Specific construction process for construction:
1. two pieces of assembled wallboards shown in Fig. 3 are lifted in place, i.e. the first wall 12 and the second wall 13 lift in place；
2. pre-buried reinforcing rib 11 will be respectively mounted on the lining of first wall 12 and the second wall 13；
3. outer wall template 7 and heat insulation formwork 6 lift in place；
3. support plate 8 will be reinforced to be mutually perpendicular to weld with connecting plate 10 is reinforced；
4. installing soldered reinforcement support plate 8 with connecting plate 10 is reinforced to corner；
5. installing standing screw 9 according to reserved bolt hole, and it is fixed by locking nut 16 and fine tuning locking member
Extremely；
6. pouring corner's in-situ layer 5.
Bracing means is installed at the fabricated construction turning of the present embodiment, and the corner of assembled wall is more stable, secured,
When being poured corner's wall, no longer there are problems that rise mould and spillage；Installation for assembled PCF plate corner is reinforced, knot
Structure advantages of simple, strong operability, easy for construction, which can accomplish safe, practical, time and labour saving, avoid traditional work
The safety and construction efficiency of construction is greatly improved in many defects of skill, is the new technology being worthy to be popularized.
Embodiment described above is only that preferred embodiments of the present invention are described, not practical to this
Novel range is defined, and under the premise of not departing from the spirit of the design of the utility model, those of ordinary skill in the art are to this
The various changes and improvements that the technical solution of utility model is made should all fall into the protection that the utility model claims book determines
In range.
Claims (10)
1. bracing means, including the first wall and the second wall are installed in a kind of fabricated construction turning, it is characterised in that: described the
One wall and second wall include interior wall layers, the interior wall layers of the interior wall layers of first wall and second wall it
Between fill in-situ layer, offer several reserving installation holes in each interior wall layers, be equipped in the reserving installation hole pre-buried
Reinforcing rib, the pre-buried reinforcing rib connect the in-situ layer and the interior wall layers.
2. bracing means is installed at fabricated construction turning according to claim 1, it is characterised in that: first wall and
Second wall further includes insulating layer and outer wall layers, and the outer wall layers, the insulating layer and the interior wall layers are arranged successively.
3. bracing means is installed at fabricated construction turning according to claim 2, it is characterised in that: first wall with
Inner template and exterior sheathing are connected between second wall, the inside of the interior wall layers is arranged in the inner template, described outer
Template-setup is in the outside of the outer wall layers.
4. bracing means is installed at fabricated construction turning according to claim 3, it is characterised in that: the exterior sheathing includes
Heat insulation formwork, outer wall template and fixation kit, the outer wall template, the heat insulation formwork and the in-situ layer are arranged successively, institute
Fixation kit is stated to fix with the outer wall template and/or the heat insulation formwork.
5. bracing means is installed at fabricated construction turning according to claim 4, it is characterised in that: the fixation kit packet
It includes and reinforces support plate and reinforcement connecting plate, the reinforcement support plate and the reinforcement connecting plate cross-fixing.
6. bracing means is installed at fabricated construction turning according to claim 5, it is characterised in that: the reinforcement support plate
Level is fixed, and the reinforcement connecting plate is fixed vertically.
7. bracing means is installed at fabricated construction turning according to claim 5 or 6, it is characterised in that: the reinforcement branch
Connection is fully welded between fagging and the reinforcement connecting plate.
8. bracing means is installed at fabricated construction turning according to claim 5 or 6, it is characterised in that: the reinforcement branch
Standing screw is fixedly connected on fagging, the standing screw is through the connection outer wall template and/or the heat insulation formwork.
9. bracing means is installed at fabricated construction turning according to claim 8, it is characterised in that: on the standing screw
It is connected with locking nut, fine tuning locking member is equipped between the locking nut and the reinforcement support plate.
10. bracing means is installed at fabricated construction turning according to claim 1, it is characterised in that: the pre-buried reinforcement
Muscle is set as bolt screw thread.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821233871.8U CN208668930U (en) | 2018-08-01 | 2018-08-01 | Fabricated construction turning is installed by bracing means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821233871.8U CN208668930U (en) | 2018-08-01 | 2018-08-01 | Fabricated construction turning is installed by bracing means |
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| Publication Number | Publication Date |
|---|---|
| CN208668930U true CN208668930U (en) | 2019-03-29 |
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ID=65833620
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821233871.8U Active CN208668930U (en) | 2018-08-01 | 2018-08-01 | Fabricated construction turning is installed by bracing means |
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| CN (1) | CN208668930U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110748158A (en) * | 2019-10-09 | 2020-02-04 | 石丽 | Concrete formwork structure and construction method |
| CN111236624A (en) * | 2020-02-28 | 2020-06-05 | 杭州昂创科技有限公司 | Construction method of PCF structure cast-in-place node template reinforcing system |
| CN111519894A (en) * | 2020-05-06 | 2020-08-11 | 安庆米锐智能科技有限公司 | Concrete placement encloses fender support steel form |
-
2018
- 2018-08-01 CN CN201821233871.8U patent/CN208668930U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110748158A (en) * | 2019-10-09 | 2020-02-04 | 石丽 | Concrete formwork structure and construction method |
| CN110748158B (en) * | 2019-10-09 | 2021-09-21 | 石丽 | Concrete formwork structure and construction method |
| CN111236624A (en) * | 2020-02-28 | 2020-06-05 | 杭州昂创科技有限公司 | Construction method of PCF structure cast-in-place node template reinforcing system |
| CN111519894A (en) * | 2020-05-06 | 2020-08-11 | 安庆米锐智能科技有限公司 | Concrete placement encloses fender support steel form |
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