CN105155843A - Construction method and construction device of constructional columns - Google Patents
Construction method and construction device of constructional columns Download PDFInfo
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- CN105155843A CN105155843A CN201510475607.XA CN201510475607A CN105155843A CN 105155843 A CN105155843 A CN 105155843A CN 201510475607 A CN201510475607 A CN 201510475607A CN 105155843 A CN105155843 A CN 105155843A
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- constructional column
- pouring hole
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Abstract
The invention provides a construction method and a construction device of constructional columns. The method comprises the following steps of reserving pouring holes by using pouring hole molds during construction of a floor of a current storey in a construction stage of a main body structure; timbering constructional column formworks to lower surfaces of positions, which correspond to the pouring holes, of the floor of the current storey in a construction stage of a secondary structure; and pouring the constructional column formworks through the pouring holes. When the constructional column formworks are positioned right below the floor of the current storey, the pouring holes are reserved in the positions, which correspond to the floor of the current storey, of the constructional column formworks. By the construction method and the construction device of the constructional columns, construction efficiency of the constructional columns can be improved, and compactness of tops of the constructional columns can be guaranteed.
Description
Technical field
The present invention relates to technical field of building construction, more specifically, relate to a kind of construction method and device of constructional column.
Background technology
In the process of Constructional Col-umn Construction; conventional construction process is: after the good constructional column template of supporting, reserving horn mouth as building mouth on the top of constructional column template, being put on by the concrete one barrel a barrel be stirred; pour in constructional column template by horn mouth, construction speed slowly.Due to constructor under, build mouth upper, need to set up operation support body, cause operation very inconvenience, also can cause the top leakiness of constructional column, cause constructional column to occur quality problems.
Summary of the invention
In view of the above problems, the object of this invention is to provide a kind of construction method and device of constructional column, slow to solve traditional Constructional Col-umn Construction progress, and the uncompacted problem in constructional column top.
The invention provides a kind of construction method of constructional column, comprise main structure construction stage and secondary structure construction stage:
In the main structure construction stage:
When current layer floor slab construction, reserve pouring hole by pouring hole mould; Wherein, when constructional column template is positioned at immediately below current layer floor, pouring hole is reserved on the position of the current layer floor corresponding with constructional column template;
In the secondary structure construction stage:
By the soffit of constructional column template support to the corresponding pouring hole position of current layer floor;
Constructional column template is built by pouring hole.
The invention provides the construction method of another kind of constructional column, comprise main structure construction stage and secondary structure construction stage:
In the main structure construction stage:
When current layer floor slab construction, reserve pouring hole by pouring hole mould; Wherein, when constructional column is positioned at immediately below the beam of current layer floor place, pouring hole is reserved on current layer floor, and avoids the position of beam;
At pouring hole internal fixtion inlet;
In the secondary structure construction stage:
By the soffit of constructional column template support to beam, and offer on the top of constructional column template and build mouth;
Building a mouthful internal fixtion outlet; Wherein, outlet is communicated with inlet by interface channel;
Constructional column template is built by inlet.
The present invention also provides a kind of construction equipment of constructional column, comprising:
Inlet, inlet is fixed in pouring hole, and pouring hole is reserved on current layer floor;
Outlet, outlet is fixed on builds in mouth, builds in constructional column template that mouth is opened in below the beam of current layer floor place;
Interface channel, one end of interface channel is communicated with inlet, and the other end is communicated with outlet.
Compared with traditional Constructional Col-umn Construction technique, beneficial effect of the present invention is embodied in:
1, operating personnel construct from top to down, convenient operation.
2, concrete is directly toppled over dolly, quick construction.
3, operate from the top down, easily make the top of constructional column closely knit.
4, construction equipment is detachable, can reuse.
In order to realize above-mentioned and relevant object, will describe in detail and the feature particularly pointed out in the claims after one or more aspect of the present invention comprises.Explanation below and accompanying drawing describe some illustrative aspects of the present invention in detail.But what these aspects indicated is only some modes that can use in the various modes of principle of the present invention.In addition, the present invention is intended to comprise all these aspects and their equivalent.
Accompanying drawing explanation
By reference to the content below in conjunction with the description of the drawings and claims, and understand more comprehensively along with to of the present invention, other object of the present invention and result will more be understood and should be readily appreciated that.In the accompanying drawings:
Fig. 1 is the process chart of the construction method of constructional column according to the embodiment of the present invention one;
Fig. 2 is the process chart of the construction method of constructional column according to the embodiment of the present invention two;
Fig. 3 is the structural representation of the construction equipment of constructional column according to another embodiment of the present invention.
Reference numeral wherein comprises: inlet 1, outlet 2, interface channel 3, pouring hole 4, floor 5, build mouth 6, constructional column template 7, first fixture 8, second fixture 9, beam 10.
Label identical in all of the figs indicates similar or corresponding feature or function.
Detailed description of the invention
Below with reference to accompanying drawing, specific embodiments of the invention are described in detail.
In order to technical scheme of the present invention is more clearly described, first, the following technical term related in the present invention is made explanations explanation.
Agent structure: be the cast-in-place bearing structural systems such as post beam slab wall, the present invention only relates to the floor in agent structure.
Secondary structure: cut some the nonweight-bearing masonries in engineering at framework, shear wall, frame, constructional column, some parts needed before decoration such as lintel, be non bearing structure, the present invention only relates to the constructional column in secondary structure.
The order of floor slab construction and Constructional Col-umn Construction is: first carry out floor slab construction, after floor slab construction is complete, just carries out the construction of constructional column, or after the progress (such as ten layers) completing expection at floor slab construction, then carry out the construction of constructional column.
Traditional Constructional Col-umn Construction is at current layer floor (such as third layer) enterprising line operate, by the soffit of constructional column template support to last layer (the 4th layer) floor, and reservedly on the top of constructional column template build mouth, by setting up operation support body, climb to and build mouth place, one barrel of one barrel of ground pours into constructional column template.This shows, traditional Constructional Col-umn Construction order is carried out from top to bottom.And the Constructional Col-umn Construction order that the present invention breaks traditions, construct from top to bottom, same for current layer (third layer) floor, when the 4th layer of floor slab construction, first reserve pouring hole, on third layer floor, by the soffit of constructional column template support to the 4th floor plate, the pouring hole reserved by the 4th floor plate builds the constructional column template of below, when concreting, can dip down and pour constructional column template into by direct dolly, and need not climb to and build mouth, one barrel of one barrel of ground pours into constructional column template, therefore, the construction speed of constructional column can be accelerated, the time of setting up operation support body can also be saved, the top of constructional column also can be more closely knit.
Construction method two kinds of situations respectively of constructional column provided by the invention, the first situation is that constructional column template is positioned at immediately below floor, and the second situation is that constructional column template is positioned at immediately below the beam of floor place.
To be described in detail above-mentioned two situations with two specific embodiments below.
Embodiment one
Embodiment one is positioned at the situation immediately below floor for constructional column template.
Fig. 1 shows the technological process of the construction method of the constructional column according to the embodiment of the present invention one.
As shown in Figure 1, the construction method of the constructional column that the embodiment of the present invention one provides, when current layer floor slab construction, on the position by pouring hole mould pouring hole being reserved in the current layer floor corresponding with constructional column template (step S11); After floor slab construction completes, carry out the construction of constructional column, by the soffit (step S12) of constructional column template support to the corresponding pouring hole position of current layer floor; After constructional column template support completes, build constructional column template (step S13) by reserved pouring hole, finally complete the construction of constructional column.
Lift an example to be described above-mentioned construction method, such as current layer floor is the 4th layer, pouring hole is reserved when the 4th layer of floor slab construction, then the construction of constructional column is carried out, when carrying out the construction of constructional column, by the soffit of the pouring hole position that the constructional column template support be positioned on third layer floor is reserved to the 4th floor plate, concreting can be carried out in the 4th floor plate constructional column template downwards by reserved pouring hole.
In the present embodiment one, the concrete size of pouring hole mould is as follows: the end opening length of side is 200mm, and the length of side suitable for reading is 515mm, is highly 250mm, and the size of pouring hole mould also can make corresponding adjustment according to site operation situation.
Embodiment two
Embodiment two is positioned at the situation immediately below the beam of floor place for constructional column template.
Fig. 2 shows the technological process of the construction method of the constructional column according to the embodiment of the present invention two.
As shown in Figure 2, the construction method of the constructional column that the embodiment of the present invention two provides, when current layer floor slab construction, is reserved in pouring hole on current layer floor by pouring hole mould, and avoids the position (step S21) of beam; After reserving pouring hole, inlet is fixed on (step S22) in pouring hole; When carrying out the construction of constructional column, by the soffit of constructional column template support to beam, and offer on the top of constructional column template and build mouth (step S23); After constructional column template is offered and built mouth, build at this outlet (step S24) that mouthful internal fixtion is communicated with inlet; Build constructional column template finally by inlet, complete the construction (step S25) of constructional column.
In the present embodiment two, the specification of pouring hole mould is as follows: the end opening length of side is 200mm, and the length of side suitable for reading is 515mm, is highly 250mm, and the size of pouring hole mould also can make corresponding adjustment according to site operation situation.
In the step s 21, the reserved location of pouring hole is: be reserved on current layer floor, and the position of distance Liang50mmChu, but also can make corresponding adjustment according to site operation situation, as long as pouring hole is reserved in the position of departing from current layer floor place beam, that is, pouring hole is not directly over beam.
In addition, inlet is specially the funnel closed with pouring hole matching size, being specifically of a size of of funnel: end opening circular diameter 150mm, circular diameter 470mm suitable for reading, and the size of funnel also can make corresponding adjustment according to site operation situation; Funnel can be processed by alloy iron sheet, but the material of funnel is not limited only to alloy iron sheet, also can be the funnel with certain degree of hardness of other material.
Outlet is similarly a funnel, connected by interface channel between two funnels, the size of outlet is suitable with the size of interface channel, that is, one end of interface channel is connected with inlet, the other end is connected with outlet, the junction of inlet and interface channel is fixed by the first fixture, the junction of outlet and interface channel is fixed by the second fixture, this interface channel can be rubber hose, first fixture can be steel card, the junction of inlet and rubber hose is fastened by steel, second fixture can be rope, by the junction of rope tighten rubber hose and outlet, prevent outlet slippage rubber hose in the process of concreting.
On the other hand, outlet is provided with nail, after constructional column template support completes, by nail outlet is fixed on and builds in mouth.
Described in detail the tool construction technology of the construction method of constructional column provided by the invention by above-mentioned two embodiments, two kinds of different situations when two embodiments relate separately to Constructional Col-umn Construction, corresponding with the construction method of the constructional column that above-described embodiment two provides, the present invention also provides a kind of construction equipment of constructional column.
Fig. 3 shows the structure of the construction equipment of the constructional column of another embodiment of the present invention.
As shown in Figure 3, the construction equipment of constructional column provided by the invention comprises inlet 1, outlet 2 and interface channel 3.
Wherein, inlet 1 is funnel, and it is fixed in pouring hole 4, and pouring hole 4 is reserved on floor 5.
Outlet 2 is also funnel, and it is fixed on builds in mouth 6, to build in constructional column template that mouth 6 is arranged on below floor 5 place beam 10 7.
Interface channel 3 is rubber hose, and its one end is communicated with inlet 1, and the other end is communicated with outlet 2.
In a specific embodiment of the present invention, this construction equipment also comprises the first fixture 8 and the second fixture 9, and wherein, the first fixture 8 is steel card, and it is for being fixedly connected with the connectivity part of passage 3 and inlet 1; Second fixture 9 is rope, and it is for the connectivity part of tighten interface channel 3 with outlet 2.
After assembling the construction equipment of constructional column, by this construction equipment to constructional column template concreting, after concrete final set, remove this construction equipment, continue when upper once Constructional Col-umn Construction to use, therefore, the construction equipment reusable edible of constructional column provided by the invention.After post to be constructed has been constructed, pouring hole reserved on floor is carried out shutoff with a high concrete by unification.
The above; be only the specific embodiment of the present invention, but protection scope of the present invention is not limited thereto, is anyly familiar with those skilled in the art in the technical scope that the present invention discloses; change can be expected easily or replace, all should be encompassed within protection scope of the present invention.Therefore, protection scope of the present invention should described be as the criterion with the protection domain of claim.
Claims (10)
1. a construction method for constructional column, comprises main structure construction stage and secondary structure construction stage: wherein,
In the described main structure construction stage:
When current layer floor slab construction, reserve pouring hole by pouring hole mould; Wherein, when constructional column template is positioned at immediately below described current layer floor, described pouring hole is reserved on the position of the current layer floor corresponding with described constructional column template;
In the described secondary structure construction stage:
By the soffit of described constructional column template support to the corresponding described pouring hole position of described current layer floor; Then described constructional column template is built by described pouring hole.
2. a construction method for constructional column, comprises main structure construction stage and secondary structure construction stage:
In the described main structure construction stage:
When current layer floor slab construction, reserve pouring hole by pouring hole mould; Wherein, when described constructional column is positioned at immediately below the beam of described current layer floor place, described pouring hole is reserved on described current layer floor, and avoids the position of described beam;
At described pouring hole internal fixtion inlet;
In the described secondary structure construction stage:
By the soffit of described constructional column template support to described beam, and offer on the top of described constructional column template and build mouth;
A mouthful internal fixtion outlet is built described; Wherein, described outlet is communicated with described inlet by interface channel;
Described constructional column template is built by described inlet.
3. the construction method of constructional column as claimed in claim 1 or 2, wherein,
The end opening length of side of described pouring hole mould is 200mm, the length of side suitable for reading is 515mm, highly for 250mm.
4. the construction method of constructional column as claimed in claim 2, in the process of reserved pouring hole,
Described pouring hole is reserved on described current layer floor, and apart from the position of described beam 50mm.
5. the construction method of constructional column as claimed in claim 2, wherein,
The end opening circular diameter of described inlet is 150mm, and circular diameter suitable for reading is 470mm.
6. the construction method of constructional column as claimed in claim 2, wherein,
The connectivity part of described inlet and described interface channel is fixed by the first fixture.
7. the construction method of constructional column as claimed in claim 2, wherein,
Described outlet is provided with nail, builds in mouth described in by described nail described outlet being fixed on.
8. the construction method of constructional column as claimed in claim 2, wherein,
The connectivity part of described outlet and described interface channel is fixed by the second fixture.
9. a construction equipment for constructional column, is characterized in that, comprising:
Inlet, described inlet is fixed in pouring hole, and described pouring hole is reserved on current layer floor;
Outlet, described outlet is fixed on builds in mouth, described in build in constructional column template that mouth is opened in below the beam of described current layer floor place;
Interface channel, one end of described interface channel is communicated with described inlet, and the other end is communicated with described outlet.
10. the construction equipment of constructional column as claimed in claim 9, is characterized in that, also comprise:
First fixture, described first fixture is used for the connectivity part of fixing described interface channel and described inlet;
Second fixture, described second fixture is used for the connectivity part of fixing described interface channel and described outlet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510475607.XA CN105155843A (en) | 2015-08-05 | 2015-08-05 | Construction method and construction device of constructional columns |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510475607.XA CN105155843A (en) | 2015-08-05 | 2015-08-05 | Construction method and construction device of constructional columns |
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| CN105155843A true CN105155843A (en) | 2015-12-16 |
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| CN201510475607.XA Pending CN105155843A (en) | 2015-08-05 | 2015-08-05 | Construction method and construction device of constructional columns |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106968334A (en) * | 2017-04-25 | 2017-07-21 | 天津市建工工程总承包有限公司 | A kind of construction method of cast-in-place concrete framework secondary structure constructional column |
| CN109736572A (en) * | 2018-12-29 | 2019-05-10 | 武汉一冶钢结构有限责任公司 | The secondary structure concreting method of limited space and device |
| CN111255157A (en) * | 2020-01-21 | 2020-06-09 | 中国十七冶集团有限公司 | Concrete pouring device and construction method for building edge constructional column |
| CN117605281A (en) * | 2024-01-05 | 2024-02-27 | 广东建邦兴业集团有限公司 | Novel constructional column pouring device and pouring method thereof |
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| CN103643798A (en) * | 2013-12-09 | 2014-03-19 | 广州市第一建筑工程有限公司 | Pouring device used for constructional column top and large- section beam column closed opening |
| CN103938864A (en) * | 2013-01-21 | 2014-07-23 | 高行友 | Infilled wall constructional column construction method |
| CN204252532U (en) * | 2014-11-05 | 2015-04-08 | 安徽水利开发股份有限公司 | Can make that concrete is disposable completely builds shaping constructional column template |
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Patent Citations (5)
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| CN202055540U (en) * | 2011-04-20 | 2011-11-30 | 中建七局建筑装饰工程有限公司 | Self-flowing type concrete pouring device |
| CN102535849A (en) * | 2012-02-15 | 2012-07-04 | 中建三局第二建设工程有限责任公司 | Constructional column top concreting method |
| CN103938864A (en) * | 2013-01-21 | 2014-07-23 | 高行友 | Infilled wall constructional column construction method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106968334A (en) * | 2017-04-25 | 2017-07-21 | 天津市建工工程总承包有限公司 | A kind of construction method of cast-in-place concrete framework secondary structure constructional column |
| CN109736572A (en) * | 2018-12-29 | 2019-05-10 | 武汉一冶钢结构有限责任公司 | The secondary structure concreting method of limited space and device |
| CN111255157A (en) * | 2020-01-21 | 2020-06-09 | 中国十七冶集团有限公司 | Concrete pouring device and construction method for building edge constructional column |
| CN117605281A (en) * | 2024-01-05 | 2024-02-27 | 广东建邦兴业集团有限公司 | Novel constructional column pouring device and pouring method thereof |
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Application publication date: 20151216 |