CN205669281U - A kind of cast-in-place integral concrete frame wall filled with masonry system - Google Patents
A kind of cast-in-place integral concrete frame wall filled with masonry system Download PDFInfo
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- CN205669281U CN205669281U CN201620538069.4U CN201620538069U CN205669281U CN 205669281 U CN205669281 U CN 205669281U CN 201620538069 U CN201620538069 U CN 201620538069U CN 205669281 U CN205669281 U CN 205669281U
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Abstract
A kind of cast-in-place integral concrete frame wall filled with masonry system, cast-in-place filling wall is reinforced concrete wall, its internal framework of steel reinforcement includes the reinforced mesh that two-layer parallel interval is arranged and the lacing wire being connected between two-layer reinforced mesh, the thickness being smaller than cast-in-place filling wall between two-layer reinforced mesh, described reinforced mesh assume diamond in shape latticed, be to be formed by the double diagonal cross of the tension rib being connected between Vierendeel girder and frame column, wherein two tension rib interconnections are on the diagonal of rectangular frame.Body of wall of the present utility model uses one-piece casting, in concrete, the diagonal cross of oblique tension rib arranges effectively suppression and fills carrying out of wall crack, strengthen the drawknot effect of tension rib, tension rib and adjacent beam-to-column joint, play the maximum wedge action of tension rib, applying the template using with groove in construction method of the present utility model, it is achieved the fast pouring of the concrete of frame wall filled with masonry, time saving and energy saving, high efficiency, high-quality complete the one-piece casting construction of frame wall filled with masonry.
Description
Technical field
This utility model relates to building engineering field, particularly a kind of filling wall construction system.
Background technology
Frame wall filled with masonry some small-sized hollow building blocks of many employings or porous brick are built by laying bricks or stones at present, pass through with agent structure
A number of lacing wire connects, but this structure exists certain defect.
For structure tension performance, due to the problem of masonry quality, filling wall overall performance is poor, under geological process,
Fill wall and the sliding rupture of masonry mortar layer easily occurs.Meanwhile, masonry mortar easily occurs shrinking now during air-drying
As, cause filled wall to occur sedimentation to depart from Vierendeel girder, thus produce crack.
For from construction, building block or building by laying bricks or stones of brick body are wasted time and energy, and add cost of labor, reduce efficiency of construction.
For the energy-saving heat preserving angle of body of wall, existing building block and brick body material can not reach body of wall energy-saving heat preserving mostly to be wanted
Ask, need to do external thermal insulation at surface of wall and process, and external thermal insulation usually uses the inflammable sheet material such as styrofoam, extruded sheet, building
There is disaster hidden-trouble, add potential safety hazard.
Tension rib method to set up for frame structure has pre-buried and rearmounted two kinds, and rearmounted tension rib is called bar planting, now
The construction of bar planting method, easy construction after in engineering, tension rib typically uses.But due to the restriction of the masonries such as building block, tension rib is most
Smooth vertical and horizontal placement, reduces the effect of tension rib significantly.
Wall drawback is filled, it is necessary to a kind of overall performance of proposition is good, convenient and quick construction, insulation for available frame
Superior performance, the novel frame simultaneously taking into account anti-seismic performance fills wall.
Utility model content
The purpose of this utility model is to provide a kind of cast-in-place integral concrete frame wall filled with masonry system, will solve existing frame
Frame fills that wall overall performance is poor, insulation and the bad technical problem of anti seismic efficiency；And solve available frame filling wall construction
Problem complicated, inefficient.
For achieving the above object, this utility model adopts the following technical scheme that
A kind of cast-in-place integral concrete frame wall filled with masonry, including the rectangular frame enclosed by Vierendeel girder and frame column and
The cast-in-place filling wall being cast in rectangular frame, described cast-in-place filling wall is reinforced concrete wall, its internal framework of steel reinforcement
The reinforced mesh arranged including two-layer parallel interval and the lacing wire being connected between two-layer reinforced mesh, between two-layer reinforced mesh
The thickness being smaller than cast-in-place filling wall, described reinforced mesh assume diamond in shape latticed, be by being connected to Vierendeel girder and frame column
Between the double diagonal cross of tension rib form, wherein two tension rib interconnections are on the diagonal of rectangular frame.Cast-in-place fill out
Filling wall uses integral cast-in-situ to form, and cast-in-place filling wall is firmly connected with Vierendeel girder, frame column by oblique tension rib, oblique draws
Knot muscle is spacing fixing by lacing wire, it is to avoid the dislocation of tension rib during casting concrete.
Described filling wall is to be positioned at the exterior wall of building external or be positioned at the interior wall of interior of building.
Described filling wall when being exterior wall cast-in-place filling wall concrete be light aggregate concrete, described light aggregate concrete has
Heat insulation function.
Described filling wall when being interior wall cast-in-place filling wall concrete be conventional lightweight concrete.
The aggregate size of the concrete of described filling wall is not more than 5mm.
Described tension rib is 45 °～60 ° with the angle of horizontal plane.
One end of described tension rib is anchored in Vierendeel girder, the other end is anchored in frame column, adjacent in every layer of tension rib
Between tension rib, vertical interval is 500～600mm.
Described reinforced mesh is 20～30mm with the distance of cast-in-place filling wall outer surface.
Described lacing wire is quincuncial arrangement, and the spacing of adjacent lacing wire is less than 600mm.
Compared with prior art this utility model has the characteristics that and beneficial effect:
This utility model overcomes conventional frame and fills wall and be combined with Vierendeel girder that effect is bad, overall performance is poor, construction cost
Time laborious shortcoming, solve optimized construction method, improve efficiency of construction, reduce the technical problem of construction cost.
Body of wall of the present utility model uses one-piece casting, and in concrete, the diagonal cross of oblique tension rib arranges effectively suppression
Filling carrying out of wall crack, strengthen the drawknot effect of tension rib, tension rib and adjacent beam-to-column joint, the maximum playing tension rib is embedding
Gu effect, concrete material used has the feature of light weight, reduces the seismic force suffered by body of wall, maximum limit under geological process
Degree reduces body of wall destructiveness under geological process.
For overall performance, there is compared with building block and brick masonry superior overall performance, it is to avoid wall during use
Self there is crack in body, it is to avoid geological process underframe filled wall generation local failure.
For construction, the form of construction work of cast-in-place concrete, save the input of the time of building by laying bricks or stones and manpower, improve construction
Efficiency, reduce construction cost.
For heat-insulating property, outer filling wall is that self-heat conserving fills wall, reaches structural thermal insulation integration, has good guarantor
Temperature heat-proof quality, it is to avoid hollowing that external application insulation material occurs, ftracture, the defect such as come off, and has saved the construction cost of external thermal insulation.
Construction of the present utility model applies the template using with groove, it is achieved the concrete of frame wall filled with masonry quick
Pouring, time saving and energy saving, high efficiency, high-quality complete the one-piece casting construction of frame wall filled with masonry.
This utility model can be widely applied to frame wall filled with masonry construction.
Accompanying drawing explanation
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation of this utility model frame wall filled with masonry.
Fig. 2 is the cross-sectional view of this utility model frame wall filled with masonry.
Fig. 3 is the structural representation of this utility model template.
Fig. 4 is the structure for amplifying schematic diagram of this utility model baffle plate.
Fig. 5 is that the outer wall template of this utility model frame wall filled with masonry installs structural representation.
Fig. 6 is that the outer wall template of this utility model frame wall filled with masonry installs fragmentary top TV structure schematic diagram.
Fig. 7 is that the exterior wall of this utility model frame wall filled with masonry pours schematic diagram.
Reference: 1-Vierendeel girder, 2-cast-in-place filling wall, 3-tension rib, 4-lacing wire, 5-template, 6-groove,
7-baffle plate, 8-frame column, 9-slide bar, 10-handle, 11-breach.
Detailed description of the invention
Embodiment sees shown in Fig. 1, Fig. 2, and this cast-in-place integral concrete frame wall filled with masonry system, including by Vierendeel girder
1 and the rectangular frame that encloses of frame column 8 and the cast-in-place filling wall 2 that is cast in rectangular frame, described cast-in-place filling wall 2 is steel
Reinforced concrete body of wall, its internal framework of steel reinforcement includes reinforced mesh that two-layer parallel interval arranges and is connected to two-layer bar-mat reinforcement
Lacing wire 4 between sheet, the thickness being smaller than cast-in-place filling wall 2 between two-layer reinforced mesh, described reinforced mesh assumes diamond in shape
Latticed, be to be formed by the double diagonal cross of the tension rib being connected between Vierendeel girder and frame column, the described oblique connection of tension rib 3
Between Vierendeel girder 1 and frame column 8, wherein two tension rib interconnections are on the diagonal of rectangular frame, remaining drawknot
Muscle along the both sides of the tension rib on diagonal in the same direction, symmetrical parallel interval arranges, outside reinforced mesh and cast-in-place filling wall 2
The distance of side is 20～30mm, i.e. the surrounding at reinforced mesh forms a protective layer.
Shown cast-in-place filling wall 2 uses the mode formed by integrally casting molding of one-piece casting, and cast-in-place filling wall passes through oblique drawing
Knot muscle is firmly connected with Vierendeel girder, frame column, and oblique tension rib is spacing fixing by lacing wire, it is to avoid tension rib during casting concrete
Dislocation.
Described filling wall is to be positioned at the exterior wall of building external or be positioned at the interior wall of interior of building, and described filling wall is outward
During wall, walls concrete is the light aggregate concrete with heat insulation function, including pumecrete, foam concrete, haydite coagulation
Soil, combined lightweight aggregate concrete etc.；When described filling wall is interior wall, walls concrete is conventional lightweight concrete；Described filling wall
The aggregate size of concrete be not more than 5mm.
One end of described tension rib 3 is anchored in Vierendeel girder 1, the other end is anchored in frame column 8, from the bottom of frame column
Starting to lay, the crossover sites tied silk colligation between tension rib is fixed, and is a diameter of 6mm of tension rib, with the folder of horizontal plane
Angle is 45 °～60 °, and in every layer of tension rib, between adjacent tension rib, vertical interval is 500～600mm.
A diameter of 6mm of described lacing wire 4, is distributed between double steel bar mesh sheet, and two ends correspondence respectively hooks two drawknots
Muscle 3 is also fixed by tied silk, and lacing wire 4 is in quincuncial arrangement on vertical plane, and the spacing of adjacent lacing wire 4 is less than 600mm, it is ensured that
The position of oblique tension rib 3 during casting concrete.
The construction method of the most cast-in-place a kind of integral concrete frame wall filled with masonry, specifically comprises the following steps that
Step one, snap the line position: main structure construction completes, from basic unit's beam column edge and ground eject longitudinal cross wall line,
The tension rib position line and the formwork erection position line.
Step 2, implants tension rib 3 between Vierendeel girder 1 and frame column 8, forms double steel bar mesh sheet: at Vierendeel girder and
Carry out successively on frame column holing, clear hole, injecting glue step in hole, insert tension rib 3 afterwards, carry out curing after, complete to draw
The implantation of knot muscle, wherein drilling depth to reach to anchor requirement, is first implanted in frame column by tension rib 3 when inserting tension rib 3, then
In insertion Vierendeel girder, treating that structure glue solidifies, bar planting completes.
Step 3, connects lacing wire 4: lacing wire 4 is fixed with oblique tension rib 3 tied silk colligation between double steel bar mesh sheet.
Step 4, installs formwork for placing 5 according to Template Location line and installs groove 6；
Step 5, casting concrete.
Step 6, closed guard, removes groove.
Step 7, form removal, maintenance, so far, complete to fill wall construction.
Seeing shown in Fig. 3, Fig. 6, in described step 4, described template 5 is bamboo glue pattern plate or steel form, with Distances Between Neighboring Edge Points is
B starts, in level, uniform intervals have row's breach, each breach correspondence connects a groove 6 and a baffle plate 7, breach
Spacing is a, and the width of groove 6 is e, and wherein a is 0.8～1m, and b is 0.4～0.5m, and e is 0.3～0.4m.
Described baffle plate 7 is positioned at the inner side of breach 11 in template 5 and is slidably connected with template 5, the size of described baffle plate 7 with
The size of template 5 breach adapts, can completely enclose breach.
Seeing shown in Fig. 4, Fig. 6, on the dual-side of the medial surface of described breach, there is slide bar 9 vertical connection, described baffle plate with
Template is connected by sliding bar, is realized integrated design, and baffle plate is 2～4mm thick steel plates, and its upper end connects handle 10,
Described handle position is higher than indentations bottom, during work, pulls handle, and baffle plate can move up and down along slide bar, it is achieved breach
Open or closed, the multiple baffle plates in template can lift simultaneously, and described slide bar 9 is smooth round bar or the circle of diameter 6mm
Pipe, it addition, slide bar can replace with chute, is connected with barrier slides by chute.
Described groove 6 is positioned at the outside of breach in template, forms a passage led to inside template, it is achieved concrete
Pouring construction, its longitudinal section is arc line shaped or oblique line shape, template spread laterally, form funnel-form, embeds mould bottom it
The breach of plate 5 removably connects with template 5, the height of described groove is more than the height of breach, the end of groove 6 in baffle plate template
Portion's distance spacing at the bottom of Vierendeel girder beam is c, and it is d that top exceeds the distance at the bottom of Vierendeel girder beam, and wherein c is 15～20cm, d be 5～
10cm。
See shown in Fig. 5, Fig. 7, when pouring cast-in-place filling wall, only groove 6 and baffle plate 7 are set in the template 5 of inner side, separately
Outward can also as required inside and outside template 5 on be correspondingly arranged groove 6 and baffle plate 7, other structures are identical.
In described step 5, use the mode of placement layer by layer during casting concrete, it is ensured that the closely knit journey of concreting
Degree, it is 0.5～1m that concrete every layer pours height, after often pouring a layer concrete, raps template, vibrated concrete, in lower floor
Continue before concrete initial set to pour last layer concrete.
In described step 6, when concreting to channel bottom, groove of dismantling, along with pouring of concrete graded layer,
Progressively slide and pull handle, progressively move up baffle plate, all poured rear enclosed breach to concrete, completed concrete and water
Build.
In described step 7, casting concrete was collapsible die after 24 hours, can use the mode maintenance that thin film covers, maintenance
One week.
Owing between baffle plate and template and on-plane surface, local concave surface can be formed, after construction and maintenance completes form removal, uses cement bonded sand
Starch floating concave surface.
Claims (7)
1. a cast-in-place integral concrete frame wall filled with masonry system, including the square enclosed by Vierendeel girder (1) and frame column (8)
Shape framework and the cast-in-place filling wall (2) being cast in rectangular frame, it is characterised in that: described cast-in-place filling wall (2) is that reinforcing bar mixes
Solidifying cob wall body, its internal framework of steel reinforcement include reinforced mesh that two-layer parallel interval arranges be connected to two-layer reinforced mesh it
Between lacing wire (4), the thickness being smaller than cast-in-place filling wall (2) between two-layer reinforced mesh, described reinforced mesh assumes diamond in shape
Latticed, be to be formed by tension rib (3) the double diagonal cross being connected between Vierendeel girder (1) and frame column (8), wherein two are drawn
Knot muscle interconnection is on the diagonal of rectangular frame.
Cast-in-place integral concrete frame wall filled with masonry system the most according to claim 1, it is characterised in that: described filling wall
For being positioned at the exterior wall of building external or being positioned at the interior wall of interior of building；
Described filling wall when being exterior wall cast-in-place filling wall concrete be the light aggregate concrete with heat insulation function；
Described filling wall when being interior wall cast-in-place filling wall concrete be conventional lightweight concrete.
Cast-in-place integral concrete frame wall filled with masonry system the most according to claim 2, it is characterised in that: described filling wall
The aggregate size of concrete be not more than 5mm.
4., according to the cast-in-place integral concrete frame wall filled with masonry system described in claims 1 to 3 any one, its feature exists
In: described tension rib (3) is 45 °～60 ° with the angle of horizontal plane.
Cast-in-place integral concrete frame wall filled with masonry system the most according to claim 4, it is characterised in that: described tension rib
(3) one end is anchored in Vierendeel girder (1), the other end is anchored in frame column (8), and in every layer of tension rib, adjacent spacing is 500
～600mm.
Cast-in-place integral concrete frame wall filled with masonry system the most according to claim 5, it is characterised in that: described bar-mat reinforcement
Sheet is 20～30mm with the distance of cast-in-place filling wall outer surface.
Cast-in-place integral concrete frame wall filled with masonry system the most according to claim 6, it is characterised in that: described lacing wire
(4) in quincuncial arrangement, the spacing of adjacent lacing wire (4) is less than 600mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620538069.4U CN205669281U (en) | 2016-06-06 | 2016-06-06 | A kind of cast-in-place integral concrete frame wall filled with masonry system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620538069.4U CN205669281U (en) | 2016-06-06 | 2016-06-06 | A kind of cast-in-place integral concrete frame wall filled with masonry system |
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| CN205669281U true CN205669281U (en) | 2016-11-02 |
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| CN201620538069.4U Expired - Fee Related CN205669281U (en) | 2016-06-06 | 2016-06-06 | A kind of cast-in-place integral concrete frame wall filled with masonry system |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926807A (en) * | 2016-06-06 | 2016-09-07 | 河北建筑工程学院 | Cast-in-situ integral type concrete frame infilled wall system and construction method thereof |
| CN106930442A (en) * | 2017-04-24 | 2017-07-07 | 河北工程技术高等专科学校 | A kind of assembly concrete fills wall and assembly method |
| CN107435388A (en) * | 2017-06-30 | 2017-12-05 | 江苏科技大学 | Complete prefabricated lightgage steel joist combination wall column collaboration member in shear memory and assembly method |
| CN113216446A (en) * | 2021-04-30 | 2021-08-06 | 丰和营造集团股份有限公司 | Local prestressing force connection structure of assembled concrete shear force wall |
| CN115262810A (en) * | 2022-08-02 | 2022-11-01 | 华北水利水电大学 | Construction method of foam concrete wall with supporting effect |
-
2016
- 2016-06-06 CN CN201620538069.4U patent/CN205669281U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926807A (en) * | 2016-06-06 | 2016-09-07 | 河北建筑工程学院 | Cast-in-situ integral type concrete frame infilled wall system and construction method thereof |
| CN105926807B (en) * | 2016-06-06 | 2019-01-15 | 河北建筑工程学院 | A kind of cast-in-place integral concrete frame wall filled with masonry system and its construction method |
| CN106930442A (en) * | 2017-04-24 | 2017-07-07 | 河北工程技术高等专科学校 | A kind of assembly concrete fills wall and assembly method |
| CN106930442B (en) * | 2017-04-24 | 2023-11-14 | 河北水利电力学院 | Assembled concrete filling wall and assembling method |
| CN107435388A (en) * | 2017-06-30 | 2017-12-05 | 江苏科技大学 | Complete prefabricated lightgage steel joist combination wall column collaboration member in shear memory and assembly method |
| CN107435388B (en) * | 2017-06-30 | 2019-09-03 | 江苏科技大学 | Complete prefabricated lightgage steel joist faced wall-column collaboration member in shear memory and assembly method |
| CN113216446A (en) * | 2021-04-30 | 2021-08-06 | 丰和营造集团股份有限公司 | Local prestressing force connection structure of assembled concrete shear force wall |
| CN115262810A (en) * | 2022-08-02 | 2022-11-01 | 华北水利水电大学 | Construction method of foam concrete wall with supporting effect |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161102 |