CN107327019A - One kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure and its construction method - Google Patents
One kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure and its construction method Download PDFInfo
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- CN107327019A CN107327019A CN201710543120.XA CN201710543120A CN107327019A CN 107327019 A CN107327019 A CN 107327019A CN 201710543120 A CN201710543120 A CN 201710543120A CN 107327019 A CN107327019 A CN 107327019A
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- 238000010276 construction Methods 0.000 title claims abstract description 50
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 35
- 239000010959 steel Substances 0.000 title claims abstract description 35
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 32
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 30
- 239000004567 concrete Substances 0.000 claims abstract description 19
- 239000011449 brick Substances 0.000 claims abstract description 10
- 238000005266 casting Methods 0.000 claims abstract description 5
- 239000002131 composite material Substances 0.000 claims description 45
- 239000011159 matrix material Substances 0.000 claims description 28
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 230000015572 biosynthetic process Effects 0.000 claims description 10
- 239000000203 mixture Substances 0.000 claims description 7
- 230000000694 effects Effects 0.000 abstract description 8
- 230000008901 benefit Effects 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 7
- 239000000463 material Substances 0.000 abstract description 4
- 230000009467 reduction Effects 0.000 abstract description 3
- 238000009415 formwork Methods 0.000 description 5
- 238000005192 partition Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000011431 lime mortar Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention belongs to architectural engineering construction technique field, one kind is provided and exempts from template cast-in-situ steel reinforced concrete collar tie beam structure and its construction method, it is arranged between two constructional columns, there is collar tie beam on constructional column, including prefabricated standard module, multiple prefabricated standard modules are combined after connection and built by laying bricks or stones in wall top ring beam, pour the concrete of following construction post part at the top of collar tie beam and collar tie beam, and prefabricated standard module forms an entirety after casting concrete with collar tie beam.The advantage of the invention is that simple in construction, workable, five kinds of block combiners can meet various forms of collar tie beams, Constructional Col-umn Construction requirement, have the advantages that easy to use, operating personnel are few, save people, machine, material, reach the effect of reduction labor intensity；The method that is combined by various pre-manufactured models of the present invention, realizes the construction for exempting from template cast-in-situ steel reinforced concrete collar tie beam structure, and whole construction method is simple, conveniently, compared with existing construction method, with the effect that efficiency of construction is high, potential safety hazard is small.
Description
Technical field
The invention belongs to architectural engineering construction technique field, and in particular to one kind exempts from template cast-in-situ steel reinforced concrete collar tie beam knot
Structure and its construction method.
Background technology
With deepening continuously for building material industrial expansion and scientific research, use model of the building partition in civil engineering
Continuous expansion is enclosed, and is occupied an important position in architectural engineering, the major defect that building partition is present is the anti-of non-reinforced masonry
Drawing, bending resistance and shearing strength are relatively low, and masonry is larger from great caused geological process in addition, the antidetonation and cracking resistance of structure
Difference.Reinforced concrete circle beam is one of effective earthquake resistant construction in building construction.Circle beam action mainly has at 2 points：1st, room is strengthened
The globality and space stiffness in room；2nd, prevent because uneven settlement of foundation or larger vibration load etc. are to unfavorable caused by house
Influence, provided with earthquake resistant constructions such as collar tie beam, constructional columns, can greatly improve the ductility of building partition, under violent earthquake effect, by
In with certain ductility, being unlikely to collapse suddenly.Therefore the construction quality quality of collar tie beam will influence it in building structure
Function of seismic resistance, the earthquake result in disaster-stricken house shows in " 5.12 " Wenchuan special violent earthquake of 2008, is not provided with building for collar tie beam
It is in obvious brittle break under seismic force effects to build partition wall, and damaged house is quite serious.
Glued plank sheathing and combined steel formwork be in cast-in-place concrete structure construction frequently with two kinds of template forms, typically
For, glued plank sheathing have machinability compared with it is strong, resistance to low temperature is good, shaping area is larger, from heavy and light, installing/dismounting side
Just, simple to operate, the amount of labour used is few during use, the advantages of being conducive to rapid construction and reduce cost of labor, but there is also
The number of turnover is few, easy deformation, timber resources expend serious, the shortcomings of being unfavorable for environmental protection；And combined steel formwork has week
Turn access times it is many, production and processing easily, it is not high to environmental requirement the advantages of, while there is also once put into larger, steel form
From great, the shortcomings of construction lift workload is big, the labor intensity of workman is big.
In view of shortcoming of the above two template form in collar tie beam construction, i.e.,：1st, during casting concrete collar tie beam, adopt
With common wooden formwork, the flatness of metope is had a strong impact on, the collar tie beam side after the completion of pouring is rough and uneven in surface, influence construction matter
Amount, and steel form good forming effect but cost is higher；2nd, normal wood formwork is because the requirement of its construction technology is, it is necessary to continuous turnover
Material, form removal, reverse mould work are complicated, influence construction speed, and the same fast cost of steel form turnaround speed is higher.Therefore conventional
The technique that formwork supporting plate carries out collar tie beam construction has much room for improvement, and retrieves relevant document and shows that current above mentioned problem is still without good solution
Method.
The content of the invention
The problem of present invention exists for prior art, and propose a kind of construction method simply, conveniently, efficiency of construction height,
Potential safety hazard it is small exempt from template cast-in-situ steel reinforced concrete collar tie beam structure.
The present invention solve the technical scheme that is used of above-mentioned technical problem for：One kind exempts from template cast-in-situ steel reinforced concrete collar tie beam
Structure, is arranged between two constructional columns, has collar tie beam on constructional column, it is characterised in that described including prefabricated standard module
Multiple prefabricated standard modules are combined after connection and built by laying bricks or stones in wall top ring beam, pour following constructional column at the top of collar tie beam and collar tie beam
Partial concrete, prefabricated standard module forms an entirety after casting concrete with collar tie beam.
In above-mentioned one kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, described prefabricated standard module includes U-shaped
Module, described its section of U-shaped module is in " U " font, and the U-shaped module is used for the collar tie beam construction of the flat segments of collar tie beam.
In above-mentioned one kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, two described U-shaped modules are mutually combined
The first composite module is connected and composed, is combined in the collar tie beam of flat segments by some sections of the first composite modules.
In above-mentioned one kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, described prefabricated standard module includes L-type
Module, described its section of L-type module is in "L" shaped, and described L-type module is constructed for collar tie beam crossing at right angle.
In above-mentioned one kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, two described L-type modules are connected with each other
The second composite module is constituted, the collar tie beam of rectangular crossover location is combined by the second composite module, the second described combination die
Block is formed with L words hole, and the reinforcing bar of constructional column is passed through from the L words hole of centre formation.
In above-mentioned one kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, described prefabricated standard module includes matrix
Module, described its section of matrix module is in U shape, and the matrix module is applied to collar tie beam T-junction, right-angled intersection and applied
Work, four matrix modules, which are connected with each other to combine in the middle of on the 3rd composite module of composition, the 3rd described composite module, is formed with ten
Word hole, the reinforcing bar of constructional column is passed through from the cross bore of centre formation.
In above-mentioned one kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, a described U-shaped module and one it is recessed
Pattern block is connected with each other on the 4th composite module of composition, the 4th composite module and is formed with matrix module hole, described matrix mould
Block is located at constructional column side, and the reinforcing bar of constructional column is passed through from matrix module hole.
In above-mentioned one kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, the prefabricated standard module includes towering pattern
Block, described towering its section of pattern block is in " towering " font, and the towering pattern block is constructed for collar tie beam T-junction.
In above-mentioned one kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, a described matrix module and one it is towering
The connection combination of pattern block forms the 5th composite module, is formed with T words hole on the 5th described composite module, the reinforcing bar of constructional column from
Passed through in " T " the word hole that centre is formed.
Present invention also offers a kind of construction method for exempting from template cast-in-situ steel reinforced concrete collar tie beam structure, it is characterised in that
Comprise the following steps that：
Step 1：Prefabricated standard module or its composite module are built by laying bricks or stones in wall top ring beam；
Step 2：To be bonded dose is reached after intensity, and the reinforcing bar colligation of collar tie beam and constructional column is carried out in module；
Step 3：Pour the concrete of following construction post part at the top of collar tie beam and collar tie beam, collar tie beam concrete and prefabricated master die
Block or its composite module are to form an entirety；
Step 4：After concrete reaches some strength, continue to build upper wall body by laying bricks or stones；
Step 5：For other section of wall, suitable composite module is selected to be combined, repeat step 1~4.
Compared with prior art, the advantage of the invention is that：
1st, template cast-in-situ steel reinforced concrete collar tie beam structure and its construction method are originally exempted from, its is simple in construction, workable, five
Various forms of collar tie beams, Constructional Col-umn Construction requirement can be met by planting block combiner, have the advantages that easy to use, operating personnel are few,
People, machine, material are saved, the effect of reduction labor intensity is reached；
2nd, the method that the present invention is combined by various pre-manufactured models, realizes and exempts from template cast-in-situ steel reinforced concrete collar tie beam structure
Construction, whole construction method is simple, conveniently, compared with existing construction method, with efficiency of construction is high, potential safety hazard is small
Effect.
Brief description of the drawings
Fig. 1 is collar tie beam construction elevation
The structural representation of each prefabricated standard module of Fig. 2
The composite module structural representation that Fig. 3 is made up of prefabricated standard module.
Embodiment
The following is specific embodiment of the invention and with reference to accompanying drawing, technical scheme is further described,
But the present invention is not limited to these embodiments.
In figure, constructional column 1；Collar tie beam 2；Prefabricated standard module 3；U-shaped module 4；L-type module 5；Matrix module 6；Towering pattern block
7；First composite module 8；Second composite module 9；3rd composite module 10；4th composite module 11；5th composite module 12；It is recessed
Pattern block hole 13；Cross bore 14；T words hole 15；L words hole 16；Lead wall 17.
As shown in figure 1, originally exempting from template cast-in-situ steel reinforced concrete collar tie beam structure, it is arranged between two constructional columns 1, constructional column
There is collar tie beam 2, wall 17, including prefabricated standard module 3 is are led in bottom, after the described multiple prefabricated combination of standard module 3 connections on 1
And build by laying bricks or stones in wall top ring beam 2, pour the concrete of the following part of constructional column 1 of collar tie beam 2 and the top of collar tie beam 2, prefabricated standard
Module 3 forms an entirety after casting concrete with collar tie beam 2.
Specifically, there is the prefabricated standard module 3 of various shapes in the present embodiment here, as shown in Fig. 2 the first
Prefabricated standard module 3 includes U-shaped module 4, and U-shaped its section of module 4 is in " U " font, and this U-shaped module 4 is used for the straight of collar tie beam 2
The collar tie beam construction of section, the prefabricated standard module 3 of another formation includes L-type module 5, and its section of L-type module 5 is in "L" shaped, L
Pattern block 5 is constructed for the crossing at right angle of collar tie beam 2, and the third prefabricated standard module 3 includes matrix module 6, its section of matrix module 6
Face is in U shape, and matrix module 6 is applied to the T-junction of collar tie beam 2, right-angled intersection construction, the 4th kind of prefabricated standard module 3
Including towering pattern block 7, towering its section of pattern block 7 is in " towering " font, and the T-junction that towering pattern block 7 is used for collar tie beam 2 is constructed.
As shown in Figure 3 or each prefabricated formation of standard module 3 composite module, the first is two U-shaped modules
4 are mutually combined and connect and compose the first composite module 8, are combined in the collar tie beam 2 of flat segments by some sections of the first composite modules 8,
Intermodule and module and it is fixed by cement mortar or cement-lime mortar (binding agent) between building a wall, second is a U
Pattern block 4 and a matrix module 6 are connected with each other the 4th composite module 11 of composition, and one end has constructional column 1, there is constructional column 1
Position is chosen and matrix module hole 13 is formed with matrix module 6, the 4th composite module 11, and matrix module 6 is located at constructional column 1
Side, the reinforcing bar of constructional column 1 is passed through from matrix module hole 13, and the third form is that four matrix modules 6 are connected with each other combination
Constitute and cross bore 14 is formed with the middle of on the 3rd composite module 10, the 3rd composite module 10, the reinforcing bar of constructional column 1 is formed from centre
Cross bore 14 in pass through, the 4th kind of form is that a matrix module 6 and a towering pattern block 7 connection combination form the 5th combination
T words hole 15 is formed with module 12, the 5th composite module 12, the reinforcing bar of constructional column 1 is passed through from " T " the word hole of centre formation,
5th kind is that two L-type modules 5 are connected with each other the second composite module 9 of composition, and the collar tie beam 2 of rectangular crossover location is by the second combination
Module 9 is combined, and the second composite module 9 is formed with L words hole 16, and the reinforcing bar of constructional column 1 is worn from the L words hole 16 of centre formation
Cross.
There is also provided a kind of construction method for exempting from template cast-in-situ steel reinforced concrete collar tie beam structure, comprise the following steps that：
Step 1：Prefabricated standard module 3 or its composite module are built by laying bricks or stones in wall top ring beam 2；
Step 2：To be bonded dose is reached after intensity, and the reinforcing bar colligation of collar tie beam 2 and constructional column 1 is carried out in module；
Step 3：Pour the concrete of the following part of constructional column 1 of collar tie beam 2 and the top of collar tie beam 2, the concrete of collar tie beam 2 and prefabricated mark
Quasi-mode block 3 or its composite module are to form an entirety；
Step 4：After concrete reaches some strength, continue to build upper wall body by laying bricks or stones；
Step 5：For other section of wall, suitable composite module is selected to be combined, repeat step 1~4.
Reinforced concrete circle beam structure and its construction method are poured through above step, its is simple in construction, workable, five kinds
Block combiner can meet various forms of collar tie beams 2, the construction requirement of constructional column 1, have the advantages that easy to use, operating personnel are few,
People, machine, material are saved, the effect of reduction labor intensity is reached.
Specific embodiment described herein is only to spirit explanation for example of the invention.Technology neck belonging to of the invention
The technical staff in domain can be made various modifications or supplement to described specific embodiment or be replaced using similar mode
Generation, but without departing from scope defined in the spirit of the present invention.
Claims (10)
1. one kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, it is arranged between two constructional columns, there is collar tie beam on constructional column,
It is characterised in that it includes prefabricated standard module, described multiple prefabricated standard modules are combined after connection and built by laying bricks or stones at the top of wall
In collar tie beam, pour the concrete of following construction post part at the top of collar tie beam and collar tie beam, prefabricated standard module after casting concrete with
Collar tie beam one entirety of formation.
2. one kind according to claim 1 exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, it is characterised in that described is pre-
Standard module processed includes U-shaped module, and described its section of U-shaped module is in " U " font, and the U-shaped module is used for the straight of collar tie beam
The collar tie beam construction of section.
3. one kind according to claim 2 exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, it is characterised in that described two
Individual U-shaped module, which is mutually combined, connects and composes the first composite module, is combined in the collar tie beam of flat segments by some sections of the first composite modules
Form.
4. one kind according to claim 3 exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, it is characterised in that described is pre-
Standard module processed includes L-type module, and described its section of L-type module is in "L" shaped, and described L-type module is used for collar tie beam right angle
Crossed construction.
5. one kind according to claim 4 exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, it is characterised in that described two
Individual L-type module is connected with each other the second composite module of composition, and the collar tie beam of rectangular crossover location is combined by the second composite module,
The second described composite module is formed with L words hole, and the reinforcing bar of constructional column is passed through from the L words hole of centre formation.
6. one kind according to claim 2 exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, it is characterised in that described is pre-
Standard module processed includes matrix module, and described its section of matrix module is in U shape, and the matrix module is applied to collar tie beam T
Type intersects, right-angled intersection construction, and four matrix modules are connected with each other combination the 3rd composite module of composition, the 3rd described combination die
Cross bore is formed with the middle of on block, the reinforcing bar of constructional column is passed through from the cross bore of centre formation.
7. one kind according to claim 6 exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, it is characterised in that described one
Individual U-shaped module and a matrix module are connected with each other on the 4th composite module of composition, the 4th composite module and are formed with matrix module
Hole, described matrix module is located at constructional column side, and the reinforcing bar of constructional column is passed through from matrix module hole.
8. one kind according to claim 6 exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, it is characterised in that described prefabricated
Standard module includes towering pattern block, and described towering its section of pattern block is in " towering " font, and the towering pattern block is used for the T-shaped friendship of collar tie beam
Fork construction.
9. one kind according to claim 8 exempts from template cast-in-situ steel reinforced concrete collar tie beam structure, it is characterised in that described one
Individual matrix module and a towering pattern block connection combination form on the 5th composite module, the 5th described composite module and are formed with T
Word hole, the reinforcing bar of constructional column is passed through from " T " the word hole of centre formation.
10. a kind of construction method for exempting from template cast-in-situ steel reinforced concrete collar tie beam structure, it is characterised in that comprise the following steps that：
Step 1：Prefabricated standard module or its composite module are built by laying bricks or stones in wall top ring beam；
Step 2：To be bonded dose is reached after intensity, and the reinforcing bar colligation of collar tie beam and constructional column is carried out in module；
Step 3：Pour the concrete of following construction post part at the top of collar tie beam and collar tie beam, collar tie beam concrete and prefabricated standard module or
Its composite module is to form an entirety；
Step 4：After concrete reaches some strength, continue to build upper wall body by laying bricks or stones；
Step 5：For other section of wall, suitable composite module is selected to be combined, repeat step 1~4.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710543120.XA CN107327019A (en) | 2017-07-05 | 2017-07-05 | One kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710543120.XA CN107327019A (en) | 2017-07-05 | 2017-07-05 | One kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure and its construction method |
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| CN107327019A true CN107327019A (en) | 2017-11-07 |
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| CN201710543120.XA Pending CN107327019A (en) | 2017-07-05 | 2017-07-05 | One kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure and its construction method |
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| CN108104309A (en) * | 2017-12-21 | 2018-06-01 | 哈尔滨达城绿色建筑技术开发股份有限公司 | One kind exempts from formwork glomeration assembly of shear wall structure and construction method |
| CN108331198A (en) * | 2018-03-05 | 2018-07-27 | 西南科技大学 | A kind of novel fabricated reinforced concrete circle beam-constructional column method of construction |
| CN110541520A (en) * | 2019-09-02 | 2019-12-06 | 威海建设集团股份有限公司 | construction method of horizontal component of secondary structure of building engineering wall |
| CN111287206A (en) * | 2020-03-26 | 2020-06-16 | 常州工程职业技术学院 | Assembly type concrete strip foundation module system and construction method |
| CN111305248A (en) * | 2020-03-26 | 2020-06-19 | 常州工程职业技术学院 | Assembly type reinforced concrete strip foundation module system and construction method |
| CN111502033A (en) * | 2020-05-06 | 2020-08-07 | 无锡锡晟建设有限公司 | Quick mounting structure of full-prefabricated high strength PC floor and girder steel |
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| CN108331198A (en) * | 2018-03-05 | 2018-07-27 | 西南科技大学 | A kind of novel fabricated reinforced concrete circle beam-constructional column method of construction |
| CN110541520A (en) * | 2019-09-02 | 2019-12-06 | 威海建设集团股份有限公司 | construction method of horizontal component of secondary structure of building engineering wall |
| CN110541520B (en) * | 2019-09-02 | 2021-06-01 | 威海建设集团股份有限公司 | Construction method of horizontal component of secondary structure of building engineering wall |
| CN111287206A (en) * | 2020-03-26 | 2020-06-16 | 常州工程职业技术学院 | Assembly type concrete strip foundation module system and construction method |
| CN111305248A (en) * | 2020-03-26 | 2020-06-19 | 常州工程职业技术学院 | Assembly type reinforced concrete strip foundation module system and construction method |
| CN111502033A (en) * | 2020-05-06 | 2020-08-07 | 无锡锡晟建设有限公司 | Quick mounting structure of full-prefabricated high strength PC floor and girder steel |
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