CN206174455U - Main muscle pore mould is reserved to constructional column - Google Patents
Main muscle pore mould is reserved to constructional column Download PDFInfo
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- CN206174455U CN206174455U CN201621082131.XU CN201621082131U CN206174455U CN 206174455 U CN206174455 U CN 206174455U CN 201621082131 U CN201621082131 U CN 201621082131U CN 206174455 U CN206174455 U CN 206174455U
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- constructional column
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Abstract
The utility model relates to a constructional column construction field, concretely relates to main muscle pore mould is reserved to constructional column. The utility model discloses a technical scheme do: main muscle pore mould is reserved to constructional column, main muscle pore mould is reserved to constructional column, including the mould body, the mould body wholly is the toper, goes up slightly down carefully top -down taper off, mould body upper end is equipped with and is used for the through -hole extracted. The utility model has the characteristics of the construction is simple, can improve the whole anti -seismic performance of two secondary structure.
Description
Technical field
The utility model is related to Constructional Col-umn Construction field, and in particular to constructional column reserves cage bar duct mould.
Background technology
Carried out by the way of later stage bar planting more than the existing constructional column reinforcing bar of building trade, the tensile strength and many factors of bar planting
It is relevant：1st, drilling depth, the drilling depth of reinforcing steel implant directly influences rebar-planting quality, so must carry out one by one to bar planting hole
Check；2nd, the cleaning of hole and reinforcing bar, hole and reinforcing bar cleaning are done badly, and can make to be combined not between the reinforcing bar of implantation and hole wall
Closely, the pulling capacity that design is wanted is not reached；3rd, the packing of bar planting injecting glue stick, injecting glue stick is few, and gluing dosage is not
Enough, the reinforcing bar of implantation is also unable to reach the pulling capacity that design is wanted；4th, bar planting joint bar, reinforcing bar should be along one during bar planting joint bar
Direction is rotating and is inserted to bottom hole, in order to avoid gas is produced in hole retaining, affects rebar-planting quality；These tedious process, construction quality
It is closely related with the supervision of the quality of labor service workman, and administrative staff, according to current status, existing majority planting reinforcement pull strength is not
Meet code requirement, and later stage bar planting is costly.
Utility model content
The utility model overcomes the shortcomings of that prior art is present, there is provided one kind construction is simple, can improve secondary structure entirety
The reserved cage bar duct mould of the constructional column of anti-seismic performance.
In order to solve above-mentioned technical problem, the technical solution adopted in the utility model is：The reserved cage bar porthole die of constructional column
Tool, including die ontology, the die ontology is integrally conical, upper coarse and lower fine, is tapered from top to bottom；The die ontology
Upper end is provided with the through hole for extracting.It is during cast concrete that the reserved cage bar duct mould of the constructional column of this programme is pre-buried in advance,
When concrete reaches 1.2map, the reserved cage bar duct mould of constructional column is pulled out by through hole, penetrate constructional column reinforcing bar, then
1 is injected in preformed hole:1 lean concrete grout adds building adhesive.After strength of cement grout reaches, colligation constructional column reinforcing bar can be started.
Preferably, the die ontology includes top and bottom, and the upper end diameter is 20mm, and the lower end diameter is
15mm, a diameter of 6.5mm of the through hole.Using this programme, the rebar sizes during practice of construction can be matched.
The utility model has compared with prior art following beneficial effect：
1. make simple.The utility model is got out the through hole for extracting, is made using round steel polishing processing, small size lathe
Make simple, can be processed using reinforcing bar waste material, and can be used in turn.2. working procedure is simple, good with agent structure switching performance,
Compared with the mode of traditional rearmounted plant anchor, the globality and anti-seismic performance of secondary structure is considerably increased.
Description of the drawings
Fig. 1 is the reserved cage bar duct mould structure front view of constructional column；
Fig. 2 is the reserved cage bar duct mould of constructional column generalized section in use；
Fig. 3 is the reserved cage bar duct mould of constructional column top plan view in use；
Fig. 4 is reserved state diagram of the cage bar duct mould during specifically used of constructional column；
Fig. 5 is the reserved cage bar duct mould annexation figure in use of constructional column；
Wherein, 1, upper end；2nd, through hole；3rd, die ontology；4. lower end；5th, preformed hole；6th, reinforcing bar.
Specific embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is described in further detail, below
Embodiment is used to illustrate the utility model, but is not limited to scope of the present utility model.
It is as Figure 1-5 the reserved cage bar duct mould 3 of constructional column, is integrally conical, it is upper coarse and lower fine, from top to bottom gradually
Attenuate；The a diameter of 20mm in upper end 1, a diameter of 15mm in lower end 4, upper end 1 is provided with the through hole 2 for extracting, through hole 2 it is a diameter of
6.5mm 。
It is during cast concrete that the reserved cage bar duct mould 3 of structure constructional column is pre-buried in advance, when concrete reaches 1.2map,
The reserved cage bar duct mould 3 of constructional column is pulled out by through hole 2, penetrates constructional column reinforcing bar 6, the then injection 1 in preformed hole 5:
2.5 dry cement mortar.After dry strength of cement mortar reaches, colligation constructional column reinforcing bar 6 can be started.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is not limited to, although ginseng
The utility model is described in detail according to previous embodiment, for a person skilled in the art, it still can be with
Technical scheme described in foregoing embodiments is modified, or equivalent is carried out to which part technical characteristic, it is all
Within spirit of the present utility model and principle, any modification, equivalent substitution and improvements made etc. should be included in this practicality
Within new protection domain.
Claims (2)
1. constructional column reserves cage bar duct mould, it is characterised in that：Including die ontology（3）, the die ontology（3）It is in integrally
Taper, it is upper coarse and lower fine, it is tapered from top to bottom；The die ontology（3）Upper end is provided with the through hole for extracting（2）.
2. constructional column as claimed in claim 1 reserves cage bar duct mould, it is characterised in that：The die ontology（3）Including
Upper end（1）And lower end（4）, the upper end（1）A diameter of 20mm, the lower end（4）A diameter of 15mm, the through hole（2）It is straight
Footpath is 6.5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621082131.XU CN206174455U (en) | 2016-09-27 | 2016-09-27 | Main muscle pore mould is reserved to constructional column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621082131.XU CN206174455U (en) | 2016-09-27 | 2016-09-27 | Main muscle pore mould is reserved to constructional column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206174455U true CN206174455U (en) | 2017-05-17 |
Family
ID=58676750
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621082131.XU Active CN206174455U (en) | 2016-09-27 | 2016-09-27 | Main muscle pore mould is reserved to constructional column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206174455U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
-
2016
- 2016-09-27 CN CN201621082131.XU patent/CN206174455U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 030032 No. 8, Xinhua Road, Tanghuai Industrial Park, Shanxi transformation and comprehensive reform demonstration zone, Taiyuan City, Shanxi Province Patentee after: Shanxi Installation Group Co.,Ltd. Address before: 030032 No.8 Xinhua Road, Xiaodian District, Taiyuan City, Shanxi Province Patentee before: SHANXI INDUSTRIAL EQUIPMENT INSTALLATION Co.,Ltd. |
|
| CP03 | Change of name, title or address |