CN214834761U - Tool type template reinforcing device for large-section concrete column - Google Patents

Tool type template reinforcing device for large-section concrete column Download PDF

Info

Publication number
CN214834761U
CN214834761U CN202120905939.8U CN202120905939U CN214834761U CN 214834761 U CN214834761 U CN 214834761U CN 202120905939 U CN202120905939 U CN 202120905939U CN 214834761 U CN214834761 U CN 214834761U
Authority
CN
China
Prior art keywords
template
channel
concrete column
section
stupefied
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202120905939.8U
Other languages
Chinese (zh)
Inventor
马松宝
布图格其
马建民
王彪
王晓磊
王康
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China 22MCC Group Corp Ltd
Original Assignee
China 22MCC Group Corp Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China 22MCC Group Corp Ltd filed Critical China 22MCC Group Corp Ltd
Priority to CN202120905939.8U priority Critical patent/CN214834761U/en
Application granted granted Critical
Publication of CN214834761U publication Critical patent/CN214834761U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model relates to a concrete column instrument formula template specifically is a large cross-section concrete column instrument formula template reinforcing apparatus that the installation rate is fast, the precision is high, appearance quality is good, the recruitment volume is few, practice thrift construction cost. Including template and wooden stupefied, the template is vertical to be arranged on the plane, and the stupefied interval of wood sets up in the outside of template, and the stupefied outside interval of wood in two opposite side outsides of template is provided with two liang of parallel arrangement's channel-section steel, and the both ends of channel-section steel are provided with the regulation hole, and the stupefied outside of wood in two other opposite side outsides of template is provided with the reinforcing bar of wearing into the channel-section steel regulation hole, and the both ends of reinforcing bar are provided with the external screw thread, all are provided with the straight thread sleeve that internal thread and external screw thread suited on the part that the reinforcing bar stretches out the channel-section steel. The utility model discloses simple structure, the construction of instrumentization, simple to operate and quick, the construction progress is showing and is improving, can use repeatedly, saves turnover materials such as scaffold pipe, reduces construction cost, avoids using the wall bolt, improves the appearance quality of large cross-section concrete column.

Description

Tool type template reinforcing device for large-section concrete column
Technical Field
The utility model relates to a concrete column instrument formula template specifically is a large cross-section concrete column instrument formula template reinforcing apparatus that the installation rate is fast, the precision is high, appearance quality is good, the recruitment volume is few, practice thrift construction cost.
Background
At present, the construction of the large-section concrete frame column formwork of civil and industrial buildings mostly adopts the penetrating column type split bolt, the steel pipe is used as the steel edge, the dovetail card is used for reinforcing, and the construction method has the defects: the method has the advantages that the appearance quality of the through column counter-pull rod is poor, the through column counter-pull rod is exposed after a mold is removed and needs to be cut off and subjected to anti-corrosion treatment, waste of the through rod is caused, cost is increased, PVC sleeve pipe through column counter-pull bolts are adopted, although the through column counter-pull rod can be recycled, a large number of through column holes are reserved for the through column counter-pull bolt, appearance quality is affected, construction cost is increased due to follow-up treatment of the through wall holes, the number of through wall pull rods for large-section columns is large, stress is not easy to control, the geometric size of a template is poor, construction speed is low, the number of times of turnover of the template is reduced due to the fact that the template needs to be punched, manufacturing quantity of the through column counter-pull rods is large, loss is large, working procedures are large, and labor cost is increased.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the above problem to a large cross-section concrete column instrument formula template reinforcing apparatus that the installation rate is fast, the precision is high, appearance quality is good, the recruitment volume is few, practice thrift construction cost is provided.
The utility model provides a problem, the technical scheme who adopts is:
the utility model provides a big cross-section concrete column instrument formula template reinforcing apparatus, it is stupefied including template and wood, the template is vertical to be arranged on the plane, the stupefied interval of wood sets up the outside at the template, the stupefied outside interval of wood in two opposite side outsides of template is provided with two liang of parallel arrangement's channel-section steel, the both ends of channel-section steel all are provided with the regulation hole, the stupefied outside of wood in two other opposite side outsides of template all is provided with the reinforcing bar of wearing into the channel-section steel regulation hole, the both ends of reinforcing bar all are provided with the external screw thread, all be provided with the straight thread sleeve that internal thread and external screw thread suited on the part that the channel-section steel were stretched out to the reinforcing bar.
Adopt above-mentioned technical scheme the utility model discloses, compare with prior art, its outstanding characteristics are:
the construction method has the advantages of simple structure, tool construction, convenience and quickness in installation, good reinforcement effect, remarkable improvement on construction progress, repeated use, saving of turnover materials such as scaffold tubes and the like, and reduction in construction cost.
Secondly, the use of through-wall bolts is avoided, the appearance quality of the large-section concrete column is improved, and the appearance of the exposed counter pull rod is avoided.
Preferably, the present invention further provides:
a handle is arranged on the straight thread sleeve; the operation of being convenient for it is better to consolidate the effect.
The steel bars are ribbed steel bars; the bond force with the contact surface is enhanced.
5 adjusting holes are formed in the two ends of the channel steel at intervals; the template of the large-section concrete column of the multiple size of adaptation is consolidated, and the suitability is strong, the commonality is strong.
The arrangement directions of the channel steel and the reinforcing steel bars are changed to the other two opposite edges at every other layer; so that the whole stress is uniform.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present invention;
FIG. 2 is a view A-A of FIG. 1;
FIG. 3 is a view B-B of FIG. 1;
FIG. 4 is a schematic view of the connection between the straight threaded sleeve and the handle according to an embodiment of the present invention;
FIG. 5 is a schematic structural view of a ribbed bar according to an embodiment of the present invention;
fig. 6 is a schematic structural view of a fourteen channel steel in an embodiment of the present invention;
fig. 7 is a schematic top view of the structure of fig. 6.
In the figure: a template 1; 2, wood ridges; fourteen channel steel 3; a straight-thread sleeve 4; a handle 5; ribbed bar 6.
The specific implementation mode is as follows:
the invention will be further described with reference to the following examples, which are intended only for better understanding of the invention and therefore do not limit the scope of the invention.
Referring to fig. 1 to 7, a large-section concrete column tool type template reinforcing device comprises a template 1 and wood ridges 2, wherein the template 1 is vertically arranged on a plane, the wood ridges 2 are closely attached to the outer side of the template 1 at intervals, fourteen channel steels 3 which are arranged in parallel in pairs are arranged at intervals on the outer sides of the wood ridges 2 on the outer sides of two opposite sides of the template 1, five adjusting holes with the diameter of 20mm are drilled at intervals at two ends of the fourteen channel steels 3, so that the device is suitable for template reinforcement of large-section concrete columns with various sizes, the applicability is strong, the universality is strong, 18mm long ribbed steel bars 6 penetrating into the fourteen channel steels 3 adjusting holes are arranged on the outer sides of the wood ridges 2 on the outer sides of the other two opposite sides of the template 1, the ribbed steel bars 6 can enhance the holding force with a contact surface, external threads with the length of 500mm are arranged at two ends of the ribbed steel bars 6, and straight thread sleeves 4 with internal threads which are suitable for the external threads are arranged on the parts of the ribbed steel bars 6 extending out of the channel steels, the handle 5 is welded on the straight thread sleeve 4, so that the operation is convenient, and the reinforcing effect is better; the arrangement direction of the fourteen channel steel 3 and the ribbed steel bars 6 is that two other opposite edges are changed for every other layer, so that the whole stress is uniform, the arrangement distance between the fourteen channel steel 3 and the ribbed steel bars 6 is determined according to the calculation of the column cross section, and the distance is not more than 500 mm.
During the use, with template 1 vertical fixed on the plane, at 1 lateral surface installation wooden stupefied 2 of template, install fourteen channel-section steels 3 additional in wooden stupefied 2's both sides, pass fourteen channel-section steels 3's regulation hole with ribbed steel bar 6 to 6 both ends of ribbed steel bar are fixed through straight thread sleeve 4, and the whole good back of installing measures the post straightness that hangs down.
The utility model discloses simple structure, the instrumentization construction, simple to operate and quick, consolidate effectually, the construction progress is showing and is improving, can use repeatedly, saves turnover materials such as scaffold pipe, reduces construction cost, avoids using the wall bolt of wearing, improves the appearance quality of large cross-section concrete column, avoids appearing exposing the counter pull rod.
The above description is only a preferred and practical embodiment of the present invention, and not intended to limit the scope of the present invention, and all equivalent variations made by using the contents of the specification and the drawings are included in the scope of the present invention.

Claims (5)

1. The utility model provides a big cross-section concrete column instrument formula template reinforcing apparatus, is stupefied including template and wood, and the template is vertical to be arranged on the plane, and the stupefied interval of wood sets up in the outside of template, its characterized in that: the stupefied outside interval of wood in two opposite side outsides of template is provided with two liang of parallel arrangement's channel-section steel, and the both ends of channel-section steel all are provided with the regulation hole, and the stupefied outside of wood in two other opposite side outsides of template all is provided with the reinforcing bar of wearing into the channel-section steel regulation hole, and the both ends of reinforcing bar all are provided with the external screw thread, all are provided with the straight thread sleeve that internal thread and external screw thread suited on the part that the reinforcing bar stretches out the channel-section steel.
2. The large cross-section concrete column tool-type formwork reinforcement device of claim 1, characterized in that: the straight thread sleeve is provided with a handle.
3. The large cross-section concrete column tool-type formwork reinforcement device of claim 1, characterized in that: the reinforcing steel bars are ribbed reinforcing steel bars.
4. The large cross-section concrete column tool-type formwork reinforcement device of claim 1, characterized in that: the equal interval of regulation hole at channel-section steel both ends sets up 5.
5. The large cross-section concrete column tool-type formwork reinforcement device of claim 1, characterized in that: the arrangement directions of the channel steel and the reinforcing steel bars are changed to the other two opposite edges every other layer.
CN202120905939.8U 2021-04-29 2021-04-29 Tool type template reinforcing device for large-section concrete column Active CN214834761U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120905939.8U CN214834761U (en) 2021-04-29 2021-04-29 Tool type template reinforcing device for large-section concrete column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120905939.8U CN214834761U (en) 2021-04-29 2021-04-29 Tool type template reinforcing device for large-section concrete column

Publications (1)

Publication Number Publication Date
CN214834761U true CN214834761U (en) 2021-11-23

Family

ID=78769930

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120905939.8U Active CN214834761U (en) 2021-04-29 2021-04-29 Tool type template reinforcing device for large-section concrete column

Country Status (1)

Country Link
CN (1) CN214834761U (en)

Similar Documents

Publication Publication Date Title
CN202969921U (en) Column mould plate clamp
CN201679231U (en) Template clamp for construction
CN214834761U (en) Tool type template reinforcing device for large-section concrete column
CN203230178U (en) Column formwork and column hoop
CN209817385U (en) Cantilever beam for cantilever scaffold
CN207314850U (en) A kind of split bolt continued access combination unit
CN203361642U (en) Assembled-structure cast-in-place stair steel molding plate
CN203742077U (en) Concrete-filled thin-wall steel tube column with built-in steel bar trusses
CN207878928U (en) A kind of filling walling constructional column sizing punching block
CN209369334U (en) A kind of large-span concrete stay in place form support device
CN211171938U (en) Quick distance instrument of stake owner muscle
CN204782001U (en) Regulation formula post rebar positioning appearance
CN208168349U (en) A kind of profile steel concrete column template reinforcing device
CN109386129A (en) The reinforcement means of large-diameter concrete column-form
CN203569693U (en) Pre-buried iron part with steel ties arranged on concrete structure
CN202559746U (en) Continuing device for upper-lower-layer shear wall during pouring
CN213573001U (en) Beam formwork reinforcing device
CN204386168U (en) A kind of shaped steel assembly type type pillar shuttering clamp
CN111455785A (en) Modular template for road construction
CN213562328U (en) Fastening tool for lead screw expansion bolt
CN210164240U (en) Pillar template reinforcing structure
CN210482991U (en) Pole setting fixing device and fixing system thereof
CN216553060U (en) Beam side template reinforcing apparatus
CN209780248U (en) counter-pulling screw rod of super-thick wall formwork
CN102877644B (en) Supporting part of building form clamp

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant