CN104695591B - Self-thermal-insulation infilled wall with concrete columns and ring beams wrapped inside and construction method of self-thermal-insulation infilled wall - Google Patents
Self-thermal-insulation infilled wall with concrete columns and ring beams wrapped inside and construction method of self-thermal-insulation infilled wall Download PDFInfo
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Abstract
The invention belongs to the technical field of constructional engineering and particularly relates to a self-thermal-insulation infilled wall with concrete columns and ring beams wrapped inside and a construction method of the self-thermal-insulation infilled wall. The self-thermal-insulation infilled wall has the advantages that first building blocks and second building blocks are used, the building blocks can be fast assembled, the construction period is shortened, space exists at the ends of the building blocks, the concrete columns can be wrapped inside the infilled wall, good integrity is achieved, transverse grooves formed by the building blocks are formed in the infilled wall, reinforcement cages can be bound into the grooves, the reinforcement cages are welded with the reserved reinforced steel bars of the concrete columns, concrete is poured into through holes to form the ring beams, the building blocks, the columns and the ring beams formed by pouring concrete are integrated, a vertically-horizontally connected mesh system is formed, structural integrity is enhanced, and structure seismic capacity is increased.
Description
Technical field
The invention belongs to the technical field of architectural engineering is and in particular to a kind of interior bag concrete column, the self-heat conserving of collar tie beam are filled out
Fill wall and its construction method.
Background technology
Reinforced concrete frame structure is widely used by places such as school, hospital, markets, and filling wall is as frame structure
Safeguard that wall and partition wall typically as nonload bearing element, are susceptible to cracking under geological process, collapse.
The filling wall of cast-in-place structural typically adopts brickwork construction at present, with agent structure by a number of lacing wire even
Connect, filling wall construction working area is big, and speed of application cannot be guaranteed；The filling wall of precast construction typically adopt integral prefabricated,
It is connected by reinforcement welding with agent structure, prefabricated filling wall cannot be effectively ensured with the connection of agent structure.
Content of the invention
It is an object of the invention to provide the self-heat conserving filling wall of a kind of interior bag concrete column, collar tie beam and its construction method,
Using a building block and No. two building blocks, this building block can quickly assemble, and shortens the duration, and building block end Existential Space is permissible
Concrete column is made to be wrapped in filling within the walls, more preferably, there is the transverse concave groove that building block combination is formed in portion, in groove to globality within the walls for filling
Can be with banding steel cage, steel reinforcement cage is welded with concrete column reserved steel bar, and in through hole, casting concrete forms collar tie beam, by pouring
Build the collar tie beam of concrete formation, building block, post, collar tie beam combine together, form the netted system being connected in length and breadth, the entirety of enhancing structure
Property, improve the shock resistance of structure.
The technical scheme is that：
A kind of interior bag concrete column, the self-heat conserving filling wall of collar tie beam, fill out including concrete column, ring beam reinforcing steel bar cage, self-heat conserving
Fill wall and cast-in-place concrete it is characterised in that this self-heat conserving filling wall includes two kinds of building-block layer, be that I type is hollow
Building block layer and II type building-block layer；Wherein I type building-block floor is in the form of a building block, No. two building block combinations, leans on
A building block is adopted, in concrete column is wrapped in by building block, centre position adopts No. two building blocks, building block at nearly concrete column
Between socket connection；II type building-block floor adopts a building block to form transverse concave groove, socket connection between building block；This self-heat conserving
In concrete column and ring beam reinforcing steel bar cage are wrapped in by filling wall, wherein ring beam reinforcing steel bar cage is wrapped up and down using II type building-block layer
Wrap up in, this ring beam reinforcing steel bar cage is placed in II type building-block layer composition transverse concave groove, and is filled with cast-in-place mixed in the space of building block
Solidifying soil forms collar tie beam.
The feature that this interior bag concrete column, the self-heat conserving of collar tie beam fill wall also has：
The hole location being formed between No. two building blocks installs concrete baffle plate, and this concrete baffle plate is rectangular thin plate.
The surrounding of described rectangular thin plate carries tongue and groove, is slightly larger in dimension than the sky that an adjacent building block end is spliced to form
Hole, effect is in order to when preventing from pouring collar tie beam concrete, concrete falls into next layer of building block.
A described building block is dumbbell shape, is grouped into by two concrete flange plates and middle interconnecting piece；In the concrete wing
The side of plate is provided with grafting groove, is provided with the projection with grafting groove fit in the side relative with grafting groove；Two coagulations
Between native wing plate, the length of coupling part is the size of concrete column, and that is, the distance between two concrete flange plate plates is concrete column
Size, conveniently concrete column is wrapped in the space being spliced to form by two building blocks, and a concrete block masonry completes
After can form transverse concave groove, form the template pouring collar tie beam, can be with banding steel cage in groove, steel reinforcement cage is pre- with concrete column
Stay reinforcement welding, casting concrete forms collar tie beam in groove.
The outside of one of concrete flange plate of a described building block is provided with heat-insulation layer, realizes the insulation of exterior wall.
No. two described building blocks, including two concrete flange plates, two concrete flange plates pass through at least two panels connecting plate and connect
Connect, horizontal rectangular through-hole is provided with connecting plate, be provided with grafting groove in the side of concrete flange plate, relative with grafting groove
Side be provided with the projection with grafting groove fit.
No. two described building blocks, connecting plate is four, and the building block of formation includes a horizontal rectangular through-hole and three vertically
Rectangular through-hole, it is to mitigate building block deadweight, being easy to carry and build by laying bricks or stones that this kind of building block has multiple empty purposes.
The outside of one of concrete flange plate of No. two described building blocks is provided with heat-insulation layer, realizes the insulation of exterior wall.
Another object of the present invention is to providing a kind of construction party of the self-heat conserving filling wall of interior bag concrete column, collar tie beam
Method, construction procedure is as follows：
Described self-heat conserving filling wall includes two kinds of building-block layer, is I type building-block layer and II type is hollow
Building block layer；Wherein I type building-block floor is in the form of a building block, No. two building block combinations, adopts at concrete column
A number building block, in concrete column is wrapped in by building block, centre position adopts No. two building blocks, passes through building block periphery between building block
Slot groove and grafting projection socket connection；II type building-block floor adopts a building block to form transverse concave groove, between building block
By slot groove and the grafting projection socket connection of building block periphery；
（1）Build I type building-block layer first by laying bricks or stones to design height, then build one layer of II type building-block layer by laying bricks or stones, and two
The hole location being formed between a number building block installs concrete baffle plate；
（2）Ring beam reinforcing steel bar cage is installed in the groove that II type building-block layer is formed, steel reinforcement cage both sides are pre- with concrete column
Stay reinforcement welding or colligation；Then build one layer of II type building-block layer again by laying bricks or stones, upper and lower two-layer II type building-block layer group is open into
Groove, is wrapped in transverse steel cage；
（3）Collar tie beam concrete is poured by the cavity between two building blocks of II type building-block layer above ring beam reinforcing steel bar cage,
And be carried out in accordance with regulations and vibrate；
（4）According to design, repeat step（1）-（3）, until completing to fill wall construction, finally in the outer pendant bar-mat reinforcement of wall,
Carry out decoration of exterior wall.
In the present invention, the feature of the construction method that bag concrete column, the self-heat conserving of collar tie beam fill wall also has：
Step（1）Described in concrete baffle arrangement be rectangular thin plate, the surrounding of rectangular thin plate carries tongue and groove, described
It is slightly larger in dimension than the cavity that an adjacent building block end is spliced to form, effect is for concrete when preventing from pouring collar tie beam concrete
Fall into next layer of building block.
Described step（1）In I type building-block layer at least build one layer by laying bricks or stones.
Beneficial effects of the present invention are：The interior bag concrete column of the present invention, the self-heat conserving filling wall of collar tie beam and its construction party
Method, there is lateral direction penetrating duct in portion within the walls for this filling, forms collar tie beam by colligation ring beam reinforcing steel bar cage casting concrete.By pouring
Afterwards, building block, post, collar tie beam combine together, form the netted system being connected in length and breadth, the globality of enhancing structure, improve structure
Shock resistance.In addition, the present invention adopts two kinds of block structures of brand-new design, this building block more common building block of deadweight has substantially
Reduce, carrying and installation is convenient, build that mortar used is few by laying bricks or stones, and by the reasonable utilization of two kinds of block structures, achieve prominent
Effect, in a word, the interior bag concrete column of the present invention, the self-heat conserving filling wall of collar tie beam can quickly assemble, and shorten the construction period.
Brief description
Fig. 1 is ground floor building-block（I type building-block layer）Generalized section after the completion of building by laying bricks or stones；
Fig. 2 is second layer building-block（II type building-block layer）Build the section after completing and install concrete baffle plate by laying bricks or stones to show
It is intended to；
Fig. 3 is the generalized section after ring beam reinforcing steel bar cage installation；
Fig. 4 is third layer building-block（II type building-block layer）Build the section after completing and poured concrete by laying bricks or stones to illustrate
Figure；
Fig. 5 is the generalized section after the completion of repeat the above steps construction；
Fig. 6 is the A profile in Fig. 1；
Fig. 7 is the B profile in Fig. 2；
Fig. 8 is the C profile in Fig. 3；
Fig. 9 is the D profile in Fig. 4；
Figure 10 is a building block front view；
Figure 11 is No. two building block front views；
Figure 12 is the E section in Figure 10；
Figure 13 is the F section in Figure 10；
Figure 14 is the G section in Figure 11；
Figure 15 is the H section in Figure 11；
Figure 16 is the J section in Figure 13；
Figure 17 is the K section in Figure 13；
Figure 18 is the L section in Figure 15；
Figure 19 is the M section in Figure 15；
Figure 20 is the structural representation of concrete baffle plate；
Figure 21 is P profile in Fig. 5；
1- concrete column；Number building block of 2-；No. bis- building blocks of 3-；4- concrete baffle plate；5- ring beam reinforcing steel bar cage；The plug-in reinforcing bar of 7-
Net, 8- heat-insulation layer；9- grafting groove；10- is raised, 11- concrete flange plate；12- middle interconnecting piece divides；13- connecting plate；14- leads to
Hole.
Specific embodiment
Below by specific embodiment, technical scheme is described in detail.
A kind of interior bag concrete column, the self-heat conserving filling wall of collar tie beam, including concrete column 1, ring beam reinforcing steel bar cage 5, self-heat conserving
Filling wall and cast-in-place concrete, this self-heat conserving filling wall includes two kinds of building-block layer, is I type building-block layer and II
Type building-block layer；Wherein I type building-block floor is in the form of 2, No. two building block 3 combinations of a building block, near concrete
Adopt a building block 2 at post 1, in concrete column 1 is wrapped in by building block 2, centre position adopts No. two building blocks 3, building block it
Between socket connection；II type building-block floor adopts a building block 2 to form transverse concave groove, and socket connection between building block, at two No. one
The hole location being formed between building block installs concrete baffle plate 4, and this concrete baffle plate 4 is rectangular thin plate；This self-heat conserving fills wall
Concrete column 1 and ring beam reinforcing steel bar cage 5 are wrapped in interior, wherein ring beam reinforcing steel bar cage 5 is wrapped up up and down using II type building-block layer, should
Ring beam reinforcing steel bar cage is placed in II type building-block layer composition transverse concave groove, and is filled with cast-in-place concrete shape in the space of building block
Become collar tie beam.
Surrounding for described rectangular thin plate carries tongue and groove, is slightly larger in dimension than what an adjacent building block end was spliced to form
Cavity, effect is in order to when preventing from pouring collar tie beam concrete, concrete falls into next layer of building block.
It is dumbbell shape for a building block being related to, divide 12 to form by two concrete flange plates 11 and middle interconnecting piece；?
The side of concrete flange plate is provided with grafting groove 9, is provided with the projection with grafting groove fit in the side relative with grafting groove 9
10；Between two concrete flange plates, the length of coupling part is the size of concrete column, i.e. distance between two concrete flange plate plates
For the size of concrete column, conveniently concrete column is wrapped in the space being spliced to form by two building blocks 1, and No. one
Transverse concave groove can be formed after the completion of concrete block masonry, form the template pouring collar tie beam, can be with banding steel cage in groove, steel reinforcement cage
With the welding of concrete column reserved steel bar, in groove, casting concrete forms collar tie beam.
The outside of one of concrete flange plate of a described building block is provided with heat-insulation layer 8, realizes the insulation of exterior wall.
No. two described building blocks, including two concrete flange plates 11, two concrete flange plates pass through four connecting plates 13 even
Connect, horizontal rectangular through-hole 14 be provided with connecting plate, be provided with grafting groove 9 in the side of concrete flange plate, with grafting groove
Relative side is provided with the projection 10 with grafting groove 9 cooperation, the building block of formation include a horizontal rectangular through-hole and three erect
To rectangular through-hole, it is to mitigate building block deadweight, being easy to carry and build by laying bricks or stones that this kind of building block has multiple empty purposes.
The outside of one of concrete flange plate of No. two described building blocks is provided with heat-insulation layer 8, realizes the insulation of exterior wall.
The above-mentioned interior bag concrete column of the present invention, the self-heat conserving of collar tie beam fill the construction method of wall, and construction procedure is as follows：
Described self-heat conserving filling wall includes two kinds of building-block layer, is I type building-block layer and II type is hollow
Building block layer；Wherein I type building-block floor is in the form of a building block, No. two building block combinations, adopts at concrete column
A number building block, in concrete column is wrapped in by building block, centre position adopts No. two building blocks, socket connection between building block；Ⅱ
Type building-block floor adopts a building block to form transverse concave groove, socket connection between building block；
（1）Build I type building-block layer first by laying bricks or stones to design height, then build one layer of II type building-block layer by laying bricks or stones, and two
The hole location being formed between a number building block 2 installs concrete baffle plate 4；
（2）Ring beam reinforcing steel bar cage 5, steel reinforcement cage 5 both sides and concrete column are installed in the groove that II type building-block layer is formed
Reserved steel bar welding or colligation；Then build one layer of II type building-block layer again by laying bricks or stones, upper and lower two-layer II type building-block layer composition is horizontal
To groove, transverse steel cage 5 is wrapped in；
（3）Collar tie beam concrete is poured by the cavity between two building blocks of II type building-block layer above ring beam reinforcing steel bar cage,
And be carried out in accordance with regulations and vibrate；
（4）According to design, repeat step（1）-（3）, until completing to fill wall construction, finally in the outer pendant bar-mat reinforcement 7 of wall,
Carry out decoration of exterior wall.
Described step（1）In I type building-block layer at least build one layer by laying bricks or stones, the height of I type building-block layer is according to design
Require design, can be one layer or multilamellar.
Claims (9)
1. the self-heat conserving filling wall of a kind of interior bag concrete column, collar tie beam, including concrete column, ring beam reinforcing steel bar cage, self-heat conserving filling
Wall and cast-in-place concrete, it is characterised in that this self-heat conserving filling wall includes two kinds of building-block layer, are I type hollow building
Block layer and II type building-block layer, socket connection between building block；Wherein I type building-block floor is using a building block, No. two blocks
The form of block combination, adopts a building block at the concrete column, and in concrete column is wrapped in by building block, centre position is adopted
With No. two building blocks；II type building-block floor adopts a building block to form transverse concave groove；This self-heat conserving filling wall by concrete column and
In ring beam reinforcing steel bar cage is wrapped in, wherein ring beam reinforcing steel bar cage is wrapped up up and down using II type building-block layer, and this ring beam reinforcing steel bar cage is placed in
In II type building-block layer composition transverse concave groove, and it is filled with cast-in-place concrete formation collar tie beam in transverse concave groove；
Described interior bag concrete column, the self-heat conserving of collar tie beam fill the construction method of wall, and construction procedure is as follows：
Described self-heat conserving filling wall includes two kinds of building-block layer, is I type building-block layer and II type building-block
Layer；Wherein I type building-block floor is in the form of a building block, No. two building block combinations, adopts No. one at concrete column
Building block, in concrete column is wrapped in by building block, centre position adopts No. two building blocks, passes through inserting of building block periphery between building block
Geosynclinal concave groove and grafting projection socket connection；II type building-block floor adopts a building block to form transverse concave groove, passes through between building block
The slot groove of building block periphery and grafting projection socket connection；
(1) build I type building-block layer first by laying bricks or stones to design height, then build one layer of II type building-block layer by laying bricks or stones, and at two No. one
The hole location being formed between building block installs concrete baffle plate；
(2) ring beam reinforcing steel bar cage is installed in the groove that II type building-block layer is formed, steel is reserved with concrete column in steel reinforcement cage both sides
Muscle welding or colligation；Then build one layer of II type building-block layer again by laying bricks or stones, upper and lower two-layer II type building-block layer forms transverse concave groove,
Transverse steel cage is wrapped in；
(3) collar tie beam concrete is poured by the cavity between two building blocks of II type building-block layer above ring beam reinforcing steel bar cage, and press
Regulation is vibrated；
(4) according to design, repeat step (1)-(3), until completing to fill wall construction, finally in the outer pendant bar-mat reinforcement of wall, carry out
Decoration of exterior wall.
2. the self-heat conserving filling wall of interior bag concrete column according to claim 1, collar tie beam is it is characterised in that at two No. one
The hole location being formed between building block installs concrete baffle plate, and this concrete baffle plate is rectangular thin plate.
3. interior bag concrete column according to claim 2, the self-heat conserving of collar tie beam fills wall it is characterised in that described square
The surrounding of shape thin plate carries tongue and groove.
4. interior bag concrete column according to claim 1, the self-heat conserving of collar tie beam fill wall it is characterised in that described one
Number building block is dumbbell shape, is grouped into by two concrete flange plates and middle interconnecting piece；It is provided with grafting in the side of concrete flange plate
Groove, is provided with the projection with grafting groove fit in the side relative with grafting groove.
5. interior bag concrete column according to claim 4, the self-heat conserving of collar tie beam fill wall it is characterised in that described one
The outside of one of concrete flange plate of number building block is provided with heat-insulation layer.
6. interior bag concrete column according to claim 1, the self-heat conserving of collar tie beam fill wall it is characterised in that described two
Number building block, including two concrete flange plates, two concrete flange plates pass through at least two panels connecting plate and connect, are provided with connecting plate
Laterally rectangular through-hole, is provided with grafting groove in the side of concrete flange plate, is provided with and grafting in the side relative with grafting groove
The projection of groove fit.
7. interior bag concrete column according to claim 6, the self-heat conserving of collar tie beam fill wall it is characterised in that described two
Number building block, connecting plate is four, and the building block of formation includes a horizontal rectangular through-hole and three vertical rectangular through-hole.
8. interior bag concrete column according to claim 7, the self-heat conserving of collar tie beam fill wall it is characterised in that described two
The outside of one of concrete flange plate of number building block is provided with heat-insulation layer.
9. a kind of interior bag concrete column as described in claim 1-8 any claim, the self-heat conserving of collar tie beam fill applying of wall
Work method, construction procedure is as follows：
Described self-heat conserving filling wall includes two kinds of building-block layer, is I type building-block layer and II type building-block
Layer；Wherein I type building-block floor is in the form of a building block, No. two building block combinations, adopts No. one at concrete column
Building block, in concrete column is wrapped in by building block, centre position adopts No. two building blocks, passes through inserting of building block periphery between building block
Geosynclinal concave groove and grafting projection socket connection；II type building-block floor adopts a building block to form transverse concave groove, passes through between building block
The slot groove of building block periphery and grafting projection socket connection；
(1) build I type building-block layer first by laying bricks or stones to design height, then build one layer of II type building-block layer by laying bricks or stones, and at two No. one
The hole location being formed between building block installs concrete baffle plate；
(2) ring beam reinforcing steel bar cage is installed in the groove that II type building-block layer is formed, steel is reserved with concrete column in steel reinforcement cage both sides
Muscle welding or colligation；Then build one layer of II type building-block layer again by laying bricks or stones, upper and lower two-layer II type building-block layer forms transverse concave groove,
Transverse steel cage is wrapped in；
(3) collar tie beam concrete is poured by the cavity between two building blocks of II type building-block layer above ring beam reinforcing steel bar cage, and press
Regulation is vibrated；
(4) according to design, repeat step (1)-(3), until completing to fill wall construction, finally in the outer pendant bar-mat reinforcement of wall, carry out
Decoration of exterior wall；
In described step (1), I type building-block layer at least builds one layer by laying bricks or stones.
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| CN201510129694.3A CN104695591B (en) | 2015-03-24 | 2015-03-24 | Self-thermal-insulation infilled wall with concrete columns and ring beams wrapped inside and construction method of self-thermal-insulation infilled wall |
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| CN201510129694.3A CN104695591B (en) | 2015-03-24 | 2015-03-24 | Self-thermal-insulation infilled wall with concrete columns and ring beams wrapped inside and construction method of self-thermal-insulation infilled wall |
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| CN112127500A (en) * | 2020-09-08 | 2020-12-25 | 重庆大学 | Autoclaved aerated concrete curved edge wallboard-cast-in-place concrete ring beam and constructional column combined wall |
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| CN86106157A (en) * | 1986-07-29 | 1988-02-10 | 约瑟·科尔霍·多斯·森托斯 | Assembling building block and use the building method of this building block |
| CN87213891U (en) * | 1987-09-30 | 1988-06-08 | 秦永淮 | Pour-in-place core column type big hole concrete paving block for wall board |
| CN2305447Y (en) * | 1996-09-06 | 1999-01-27 | 杨书文 | Composite heat insulation hollow block for concrete wall |
| CN2570345Y (en) * | 2002-05-20 | 2003-09-03 | 孙惠镐 | Interlocking rapid-building block inner partition wall |
| GB2443484B (en) * | 2006-11-02 | 2011-10-19 | Victor Joseph Wigley | Improvements relating to masonary wall support and restraint |
| CN204551808U (en) * | 2015-03-24 | 2015-08-12 | 济南轨道交通集团有限公司 | The self-heat conserving infilled wall of a kind of interior bag concrete column, collar tie beam |
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