CN109024875A - A kind of assembled integral concrete component and construction method - Google Patents

A kind of assembled integral concrete component and construction method Download PDF

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Publication number
CN109024875A
CN109024875A CN201810819606.6A CN201810819606A CN109024875A CN 109024875 A CN109024875 A CN 109024875A CN 201810819606 A CN201810819606 A CN 201810819606A CN 109024875 A CN109024875 A CN 109024875A
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CN
China
Prior art keywords
concrete
concrete component
duct
sub
muscle
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Pending
Application number
CN201810819606.6A
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Chinese (zh)
Inventor
周广强
张鑫
贾强
贾留东
闫岩
许家荣
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Shandong Jianzhu University
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Shandong Jianzhu University
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Publication date
Application filed by Shandong Jianzhu University filed Critical Shandong Jianzhu University
Priority to CN201810819606.6A priority Critical patent/CN109024875A/en
Publication of CN109024875A publication Critical patent/CN109024875A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/14Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work

Abstract

The invention discloses a kind of assembled integral concrete component and construction methods, it is characterized in that, including multiple sub- concrete components, it is equipped in every sub- concrete component and wears muscle duct, the exterior domain for wearing muscle duct is configured with vertical reinforcement by design requirement, is connected between adjacent sub- concrete component by being inserted in the overlap joint reinforcing bar worn in muscle duct;It wears in muscle duct in described filled with concrete.It is prefabricated according to a story height segmentation when precast concrete vertical member (wall, column), it is an entirety by the Vertical bar connection in component.In order to reserve the space of upper and lower layer vertical reinforcement overlap joint connection, by precast concrete vertical member be made it is hollow up and down, can penetrate vertical reinforcement and can penetration concrete duct;The joint style of reinforcing bar avoids sleeve grouting and slurry anchor overlap joint, simpler, conveniently.Upper and lower prefabricated components are an entirety also by the concreting in duct, more securely and reliably.

Description

A kind of assembled integral concrete component and construction method
Technical field
The present invention relates to a kind of assembled integral concrete component and construction methods.
Background technique
Assembled monolithic concrete structure have industrialized level it is high, convenient for winter construction, reduce on-site wet operation amount, subtract Few waste of material reduces dust from construction sites, noise, improves construction quality to reach, improves production efficiency, energy-saving and emission-reduction and protection The purpose of environment.Reinforcement connection for the globality for guaranteeing structure, vertical prefabricated supporting member (wall, column) is dress With technology the most key in monolithic concrete structure.
At present both at home and abroad there are mainly two types of the rebar connecting technologies of the vertical prefabricated supporting member of comparative maturity: sleeve grouting Connection and slurry anchor overlap joint connection.Sleeve grouting connection, which refers in pre-buried metal sleeve in precast concrete, is inserted into reinforcing bar And cement injection base grouting material and the reinforcing bar connection type realized.Slurry anchor overlap joint connection refers to be used in precast concrete Insertion needs overlapped reinforcing bar in duct made of special process, and cement injection base grouting material and the bar splicing connection side that realizes Formula.But both methods complicated construction technique, the density of grouting are not easy to examine, and easily become hidden danger of quality.Patent " it is folded to fill core The method of construction of conjunction assembled reinforced concrete shear wall structure " (ZL201210399425) provides a kind of spelling of vertical shear wall Method is connect, i.e., reserves vertically communicated hole in component to realize the perforation connection of upper and lower level vertical member reinforcing bar.But this method Reinforcing bar connection type is still by the way of sleeve connection.Therefore, it is necessary to develop a kind of connection that Simple And Practical is safe and reliable Method is very necessary.
Summary of the invention
In order to solve the technical problems existing in the prior art, it is an object of the invention to propose that a kind of new assembled is whole Body formula concrete component and Vertical bar connection method;Due to there is certain cohesion between reinforcing bar and concrete, reinforcing bar will be undertaken Power be transmitted in neighbouring concrete by cohesion, and further rely on cohesion and pass to neighbouring reinforcing bar.For reliable power transmission, There must be enough laps of splice between two reinforcing bars.
The mechanism of connection power transmission is overlapped based on concrete member steel bar, the present invention proposes a kind of assembled integral concrete Component, including multiple sub- concrete components are equipped in every sub- concrete component and wear muscle duct, wear the exterior domain in muscle duct by setting Meter requires to be configured with vertical reinforcement, is connected between adjacent sub- concrete component by being inserted in the overlap joint reinforcing bar worn in muscle duct; It wears in muscle duct in described filled with concrete.
Further, in assembled integral concrete component described above, muscle duct is worn in sub- concrete component Through its top and bottom;The both ends of the overlap joint reinforcing bar are respectively inserted in two adjacent sub- concrete components, realize phase The connection of adjacent sub- concrete component.
Further, in assembled integral concrete component described above, the vertical reinforcement is close in duct Wall position is fixed.
Further, in assembled integral concrete component described above, overlap joint reinforcement location and sub- concrete structure Vertical reinforcement is adjacent in part, direction straight up, protrude into wear muscle duct inside lap reinforcing bar length need to be greater than specification as defined in take Spreading degree, and the reserved length for being inserted upwardly into the overlap joint reinforcing bar that a knot concrete component wears muscle duct also needs to be greater than specification rule The fixed lap of splice.
Further, overlap joint reinforcing bar is consistent with the quantity of vertical reinforcement in sub- concrete component and specification.
The specific construction method of assembled integral concrete component recited above is as follows
The prefabricated multiple sub- concrete components of step 1 are prefabricated in every sub- concrete component and wear muscle duct, the outskirt in duct Domain configures vertical reinforcement by design requirement;
Step 2 erects sub- concrete component prefabricated in step 1 at assembled scene;And enter to take wearing the trace interpolation of muscle hole Reinforcing bar is connect, and is fixed temporarily;
Step 3 is poured slightly expanded concrete to wearing in muscle duct;
Step 4 slings upper cross-talk concrete component, puts at the top of sub- concrete component in step 3, the son in step 3 The overlap joint reinforcing bar of concrete component penetrates into the wearing in muscle duct of cross-talk concrete component;Upper section prefabricated components and lower section are prefabricated Members in alignment;Then slightly expanded concrete is poured to wearing in muscle duct again;
Step 5 repeats step 2,3,4, and whole building vertical member assembly is finished.
Further, the sub- concrete component of step 1 specifically the production method is as follows:
Muscle duct is worn by what the method for pre-buried inner template made pre- system concrete component, sub- concrete component wears muscle hole The exterior domain in road configures vertical reinforcement by design requirement, for the reliable power transmission of the reinforcing bar connecting with duct inside lap, the vertical steel Muscle is fixed close to duct inner wall position, for forming the outer edge for wearing muscle duct inner template than the summary of vertical reinforcement inner edge line position It is small;After the initial set for having poured vertical member concrete, (about 10 hours or so) extract inner template out before final set, are formed Hollow wears muscle duct;
Since sub- concrete component is prefabricated according to a story height segmentation, vertical reinforcement is on the top of sub- concrete component It is disconnected with bottom end.
Further, the overlap joint reinforcing bar is consistent with the quantity of vertical reinforcement in sub- concrete component and specification, position It is adjacent to vertical reinforcement in sub- concrete component, direction straight up, is protruded into and wears the length of muscle duct inside lap reinforcing bar and need to be greater than The lap of splice as defined in standardizing, and the reserved length for being inserted upwardly into a knot concrete component and wearing the overlap joint reinforcing bar in muscle duct The lap of splice as defined in standardizing need to be greater than.
Beneficial effects of the present invention are as follows:
This method is compared with the traditional method, when pre- system concrete vertical member (wall, column), according to a story height point Section is prefabricated, is an entirety by the Vertical bar connection in component.In order to reserve upper and lower layer vertical reinforcement overlap joint connection Space, by sub- precast concrete vertical member be made it is hollow up and down, vertical reinforcement can be penetrated and coagulation can be poured into The duct of soil;The joint style of reinforcing bar avoids sleeve grouting and slurry anchor overlap joint, simpler, conveniently.Upper and lower prefabricated components It is an entirety by the concreting in duct, more securely and reliably.
Detailed description of the invention
The accompanying drawings constituting a part of this application is used to provide further understanding of the present application, and the application's shows Meaning property embodiment and its explanation are not constituted an undue limitation on the present application for explaining the application.
Fig. 1 prefabricated concrete vertical member;
This layer of Fig. 2, which is worn, is inserted into vertical reinforcement and pouring hole inner concrete in muscle hole;
Prefabricated components installation in the upper layer Fig. 3 is in place;
The upper layer Fig. 4 prefabricated components, which are worn, is inserted into vertical reinforcement and pouring hole inner concrete in muscle hole;
The lap of splice schematic diagram of Fig. 5 overlap joint reinforcing bar.
In figure: 1 --- prefabricated components;2 --- muscle hole is worn in prefabricated components;3 --- the vertical reinforcement in prefabricated components; 4 --- overlap joint reinforcing bar;5 --- wear the concrete poured in muscle hole;6 --- the vertical reinforcement in the prefabricated components of upper layer.
Specific embodiment
It is noted that following detailed description is all illustrative, it is intended to provide further instruction to the application.Unless another It indicates, all technical and scientific terms used herein has usual with the application person of an ordinary skill in the technical field The identical meanings of understanding.
It should be noted that term used herein above is merely to describe specific embodiment, and be not intended to restricted root According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singular Also it is intended to include plural form, additionally, it should be understood that, when in the present specification using term "comprising" and/or " packet Include " when, indicate existing characteristics, step, operation, device, component and/or their combination;
In order to facilitate narration, if there is "upper", "lower", " left side " " right side " printed words in the present invention, only expression and attached drawing itself Upper and lower, left and right direction it is consistent, not to structure rise restriction effect, it is only for convenient for description the present invention and simplification retouch It states, rather than the equipment of indication or suggestion meaning or element must have a particular orientation, and be constructed and operated in a specific orientation, Therefore it is not considered as limiting the invention.
As background technique is introduced, the vertical prefabricated supporting member of comparative maturity both at home and abroad at present in the prior art There are mainly two types of rebar connecting technologies: sleeve grouting connection and slurry anchor overlap joint connection.Sleeve grouting connection refers in concrete The reinforcing bar connection type being inserted into reinforcing bar and cement injection base grouting material in pre-buried metal sleeve in native component and realizing.Slurry anchor is taken It connects and refers in precast concrete using the reinforcing bar that needs that overlapped of insertion in duct made of special process in succession, and priming petock Mud base grouting material and the bar splicing connection type realized.But the density of both methods complicated construction technique, grouting is not easy It examines, easily becomes hidden danger of quality.Patent " method for building grouted overlapping assembly type reinforced concrete shear wall structure " (ZL201210399425) a kind of joining method of vertical shear wall is provided, i.e., reserved in component vertically communicated hole to realize on The perforation of lower layer's vertical member reinforcing bar connects.But the reinforcing bar connection type of this method is still by the way of sleeve connection.Cause This, it is very necessary to need to develop a kind of connection method that Simple And Practical is safe and reliable, in order to solve technical problem as above, this Shen It please propose a kind of assembled integral concrete component and production method.
In a kind of typical embodiment of the application, it is an object of the invention to propose a kind of new assembled monoblock type Concrete component and Vertical bar connection method;Due to having certain cohesion, the power that reinforcing bar will undertake between reinforcing bar and concrete It is transmitted in neighbouring concrete by cohesion, and further relies on cohesion and pass to neighbouring reinforcing bar.For reliable power transmission, two There must be enough laps of splice between reinforcing bar.
The mechanism of connection power transmission is overlapped based on concrete member steel bar, the present invention proposes a kind of assembled integral concrete Component, including multiple sub- concrete components 1 wear muscle duct 2 as shown in Figure 1, being equipped in every sub- concrete component 1, wear muscle hole The exterior domain in road is configured with vertical reinforcement 3 by design requirement, is worn in muscle duct between adjacent sub- concrete component by being inserted in Overlap joint reinforcing bar 4 be connected;It wears in described filled with concrete 5 in muscle duct, it is specific as shown in Figure 2;
It has been presented in Fig. 3 two adjacent structural schematic diagrams of sub- concrete component.
Further, in assembled integral concrete component described above, muscle duct is worn in sub- concrete component Through its top and bottom;The both ends of the overlap joint reinforcing bar are respectively inserted in two adjacent sub- concrete components, realize phase The connection of adjacent sub- concrete component.
Further, in assembled integral concrete component described above, the vertical reinforcement is close in duct Wall position is fixed.
Further, overlap joint reinforcing bar is consistent with the quantity of vertical reinforcement in prefabricated components and specification, in Fig. 1 in Fig. 2, The quantity of vertical reinforcement 5 is 6, and the quantity of overlap joint reinforcing bar 4 is also 6;It overlaps vertical in 4 position of reinforcing bar and sub- concrete component Reinforcing bar 5 is adjacent to, direction straight up, protrude into wear muscle duct inside lap reinforcing bar length need to be greater than standardize as defined in the lap of splice, And the reserved length for being inserted upwardly into the overlap joint reinforcing bar that a knot concrete component wears muscle duct is also needed to be greater than as defined in specification and be taken Spreading degree.
The specific production method of assembled integral concrete component recited above, precast concrete vertical member (wall, Column) when, it is prefabricated according to a story height segmentation, it is an entirety by the Vertical bar connection in component.In order to stay The space of upper and lower layer vertical reinforcement overlap joint connection out, by precast concrete vertical member be made it is hollow up and down, can wear Enter the duct of vertical reinforcement and energy penetration concrete, as follows:
The prefabricated multiple sub- concrete components of step 1 are prefabricated in every sub- concrete component and wear muscle duct, the outskirt in duct Domain configures vertical reinforcement by design requirement;
Muscle duct is worn by what the method for pre-buried inner template made pre- system concrete component, sub- concrete component wears muscle hole The exterior domain in road configures vertical reinforcement by design requirement, for the reliable power transmission of the reinforcing bar connecting with duct inside lap, the vertical steel Muscle is fixed close to duct inner wall position, for forming the outer edge for wearing muscle duct inner template than the summary of vertical reinforcement inner edge line position It is small;After the initial set for having poured vertical member concrete, (about 10 hours or so) extract inner template out before final set, are formed Hollow wears muscle duct;
Since sub- concrete component is prefabricated according to a story height segmentation, vertical reinforcement is on the top of sub- concrete component It is disconnected with bottom end.
Step 2 erects sub- concrete component prefabricated in step 1 at assembled scene;And enter to take wearing the trace interpolation of muscle hole Reinforcing bar is connect, and is fixed temporarily;
The overlap joint reinforcing bar is consistent with the quantity of vertical reinforcement in prefabricated components and specification, position and sub- concrete component Interior vertical reinforcement is adjacent to, direction straight up, protrude into wear muscle duct inside lap reinforcing bar length need to be greater than specification as defined in overlap joint Length, and the reserved length for being inserted upwardly into the overlap joint reinforcing bar that a knot concrete component wears muscle duct also needs to be greater than specification regulation The lap of splice.
Step 3 is poured slightly expanded concrete to wearing in muscle duct;As shown in Figure 2;
Step 4 slings upper cross-talk concrete component, puts at the top of sub- concrete component in step 3, the son in step 3 The overlap joint reinforcing bar of concrete component penetrates into the wearing in muscle duct of cross-talk concrete component;Upper section prefabricated components and lower section are prefabricated Members in alignment;Then slightly expanded concrete is poured to wearing in muscle duct again;As shown in Figure 3, Figure 4;
Step 5 repeats step 2,3,4, and whole building vertical member assembly is finished.
The foregoing is merely preferred embodiment of the present application, are not intended to limit this application, for the skill of this field For art personnel, various changes and changes are possible in this application.Within the spirit and principles of this application, made any to repair Change, equivalent replacement, improvement etc., should be included within the scope of protection of this application.

Claims (10)

1. a kind of assembled integral concrete component, which is characterized in that including multiple sub- concrete components, every sub- concrete It is equipped in component and wears muscle duct, the exterior domain for wearing muscle duct is configured with vertical reinforcement, adjacent sub- concrete structure by design requirement It is connected between part by being inserted in the overlap joint reinforcing bar worn in muscle duct;It wears in muscle duct in described filled with concrete.
2. the assembled integral concrete component as described in claim 1, which is characterized in that the sub- concrete Muscle duct is worn through its top and bottom in component;The both ends of the overlap joint reinforcing bar are respectively inserted in two adjacent sub- coagulations In native component, the connection of adjacent sub- concrete component is realized.
3. the assembled integral concrete component as described in claim 1, which is characterized in that the vertical reinforcement It is fixed close to muscle duct inner wall position is worn.
4. the assembled integral concrete component as described in claim 1, which is characterized in that the overlap joint reinforcing bar position Set and be adjacent to vertical reinforcement in sub- concrete component, direction straight up, protrude into wear muscle duct inside lap reinforcing bar length need it is big The lap of splice as defined in standardizing, and the reserved length for being inserted upwardly into a knot concrete component and wearing the overlap joint reinforcing bar in muscle duct Also it needs to be greater than and standardizes the defined lap of splice.
5. the assembled integral concrete component as described in claim 1, which is characterized in that overlap joint reinforcing bar and son are mixed The quantity of vertical reinforcement is consistent with specification in solidifying soil component.
6. a kind of construction method of assembled integral concrete component, which is characterized in that as follows:
The prefabricated multiple sub- concrete components of step 1 are prefabricated in every sub- concrete component and wear muscle duct, and the exterior domain in duct is pressed Design requirement configures vertical reinforcement;
Step 2 erects sub- concrete component prefabricated in step 1 at assembled scene;And enter to overlap steel wearing the trace interpolation of muscle hole Muscle, and be fixed temporarily;
Step 3 is poured slightly expanded concrete to wearing in muscle duct;
Step 4 slings upper cross-talk concrete component, puts at the top of sub- concrete component in step 3, the sub- coagulation in step 3 The overlap joint reinforcing bar of native component penetrates into the wearing in muscle duct of cross-talk concrete component;Upper section prefabricated components and lower section prefabricated components Alignment;Then slightly expanded concrete is poured to wearing in muscle duct again;
Step 5 repeats step 2,3,4, and whole building vertical member assembly is finished.
7. a kind of construction method of assembled integral concrete component as claimed in claim 6, which is characterized in that step 1 Sub- concrete component specifically the production method is as follows: wear muscle by what the method for pre-buried inner template made pre- system concrete component Duct, sub- concrete component wear the exterior domain in muscle duct and configure vertical reinforcement by design requirement, and the vertical reinforcement is close in duct Wall position is fixed, for form wear muscle duct inner template outer edge it is more smaller than vertical reinforcement inner edge line position;It is pouring Inner template is extracted out after the initial set of vertical member concrete, before final set, is formed and hollow wears muscle duct.
8. a kind of construction method of assembled integral concrete component as claimed in claim 6, which is characterized in that described Sub- concrete component is prefabricated according to a story height segmentation.
9. a kind of construction method of assembled integral concrete component as claimed in claim 6, which is characterized in that described It is consistent with the quantity of vertical reinforcement in sub- concrete component and specification to overlap reinforcing bar.
10. a kind of construction method of assembled integral concrete component as claimed in claim 6, which is characterized in that overlap joint Reinforcement location is adjacent to vertical reinforcement in sub- concrete component, and the length for wearing muscle duct inside lap reinforcing bar straight up, is protruded into direction Degree, which need to be greater than, standardizes the defined lap of splice, and reserves and be inserted upwardly into the overlap joint reinforcing bar that a knot concrete component wears muscle duct Length also need be greater than standardize as defined in the lap of splice.
CN201810819606.6A 2018-07-24 2018-07-24 A kind of assembled integral concrete component and construction method Pending CN109024875A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111910754A (en) * 2020-07-22 2020-11-10 广东定源建设工程有限公司 Concrete prefabricated part and mounting method
CN113232145A (en) * 2021-05-19 2021-08-10 四川建园新型建筑材料有限公司 Intelligent production process of sintered combined wallboard
CN114875973A (en) * 2022-04-15 2022-08-09 中国建筑第八工程局有限公司 Construction method of concrete well in narrow space

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Publication number Priority date Publication date Assignee Title
CN2591121Y (en) * 2002-12-09 2003-12-10 北京市建筑工程研究院 One structure of prestress steel reinforced concrete ultralong structure
US7421828B2 (en) * 2003-10-23 2008-09-09 Milton Reynolds Integral forming technology, a method of constructing steel reinforced concrete structures
CN103850363A (en) * 2014-03-11 2014-06-11 朱彤 Prefabricated through hole assembly type reinforced concrete shear wall and construction method of prefabricated through hole assembly type reinforced concrete shear wall
CN104847014A (en) * 2015-05-19 2015-08-19 杨文琳 Vertical connection structure for precast concrete shear walls and construction method
CN205242694U (en) * 2015-11-24 2016-05-18 绍兴宝业西伟德混凝土预制件有限公司 Vertical connected node of uniform thickness superimposed shear wall
CN205822451U (en) * 2016-07-26 2016-12-21 沈阳建筑大学建筑设计研究院 A kind of prefabricated assembled concrete composite beam docking connecting structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2591121Y (en) * 2002-12-09 2003-12-10 北京市建筑工程研究院 One structure of prestress steel reinforced concrete ultralong structure
US7421828B2 (en) * 2003-10-23 2008-09-09 Milton Reynolds Integral forming technology, a method of constructing steel reinforced concrete structures
CN103850363A (en) * 2014-03-11 2014-06-11 朱彤 Prefabricated through hole assembly type reinforced concrete shear wall and construction method of prefabricated through hole assembly type reinforced concrete shear wall
CN104847014A (en) * 2015-05-19 2015-08-19 杨文琳 Vertical connection structure for precast concrete shear walls and construction method
CN205242694U (en) * 2015-11-24 2016-05-18 绍兴宝业西伟德混凝土预制件有限公司 Vertical connected node of uniform thickness superimposed shear wall
CN205822451U (en) * 2016-07-26 2016-12-21 沈阳建筑大学建筑设计研究院 A kind of prefabricated assembled concrete composite beam docking connecting structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111910754A (en) * 2020-07-22 2020-11-10 广东定源建设工程有限公司 Concrete prefabricated part and mounting method
CN113232145A (en) * 2021-05-19 2021-08-10 四川建园新型建筑材料有限公司 Intelligent production process of sintered combined wallboard
CN114875973A (en) * 2022-04-15 2022-08-09 中国建筑第八工程局有限公司 Construction method of concrete well in narrow space

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Application publication date: 20181218