CN210530314U - Formwork frame is pour to steel concrete combination shear wall T type node - Google Patents
Formwork frame is pour to steel concrete combination shear wall T type node Download PDFInfo
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- CN210530314U CN210530314U CN201921182733.6U CN201921182733U CN210530314U CN 210530314 U CN210530314 U CN 210530314U CN 201921182733 U CN201921182733 U CN 201921182733U CN 210530314 U CN210530314 U CN 210530314U
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Abstract
Template frame is pour to steel concrete combination shear wall T type node, including the rectangular pipe that all sets up along vertical direction, left angle steel template, right side angle steel template and back founding the template, the left side portion of back founding the template is parallel with the posterolateral part of left angle steel template and forms left location passageway, the right side portion of back founding the template is parallel with the posterolateral part of right angle steel template and forms right location passageway, the anteroposterior part of left angle steel template is parallel with the anteroposterior part of right angle steel template and forms preceding location passageway, left side location passageway, the width of right side location passageway and preceding location passageway equals and this width is equalling in the thickness of steel concrete combination pipe. The utility model relates to a rationally, compact structure, the operation of being convenient for, stability is strong, not only has the template support effect of pouring T type node, has the direction and the effect of interim location to the steel concrete composite pipe on upper strata when hoist and mount butt joint moreover.
Description
Technical Field
The utility model belongs to the technical field of the assembly type structure construction, concretely relates to formwork support is pour to steel concrete combination shear wall T type node.
Background
At present, in the field construction process of the steel-concrete composite shear wall, three I-shaped steel-concrete composite pipes are vertically arranged and are mutually perpendicular, connecting reinforcing steel bars and stirrups for connecting the three I-shaped steel-concrete composite pipes are connected in a cavity to be poured at a T-shaped node, then a template is supported outside the cavity to be poured, and concrete pouring is carried out after the template is firmly supported. The existing supporting formwork needs to be operated respectively when being installed and fixed and detached, construction efficiency is low, and stability is poor when pouring after supporting.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a solve the weak point among the prior art, provide one kind and be convenient for the operation, easily dismouting, stability is strong and for the steel concrete composite pipe butt joint lower floor steel concrete composite pipe of upper story steel concrete composite pipe has the guide effect steel concrete composite shear wall T type node and pour the template frame.
In order to solve the technical problem, the utility model adopts the following technical scheme: the formwork frame for pouring the T-shaped node of the steel concrete combined shear wall comprises a rectangular pipe, a left angle steel formwork, a right angle steel formwork and a rear vertical formwork which are all arranged along the vertical direction, the lengths of the left angle steel formwork, the right angle steel formwork and the rear vertical formwork are equal, the length of the rectangular pipe is smaller than that of the rear vertical formwork, the width of the rectangular pipe is smaller than that of the rear vertical formwork, the rear side surface of the rectangular pipe is fixedly connected with the front side surface of the rear vertical formwork, the right side part of the rear side surface of the left angle steel formwork is fixedly connected with the left side part of the front side surface of the rectangular pipe, the left side part of the rear side surface of the right angle steel formwork is fixedly connected with the right side part of the front side surface of the rectangular pipe, the upper ends of the left angle steel formwork, the right angle steel formwork and the rear vertical formwork are flush, the left side part of the rear vertical formwork is parallel to the rear side part of the left angle steel formwork, the front side part of the left angle iron template is parallel to the front side part of the right angle iron template to form a front positioning channel, the widths of the left positioning channel, the right positioning channel and the front positioning channel are equal, and the widths are equal to the thickness of the reinforced concrete combined pipe.
The left side portion of back founds the template and evenly sets up the penetrating left locating hole of a plurality of groups front and back one-to-one along the direction of height between the rear portion of left angle steel template, evenly sets up the penetrating right locating hole of a plurality of groups front and back one-to-one along the direction of height between the right side portion of back founding the template and the rear side portion of right angle steel template, evenly sets up the penetrating preceding locating hole of a plurality of groups left and right one-to-one along the direction of height between the front side portion of left angle steel template and the front side portion of right angle.
The upper parts of the left positioning channel and the right positioning channel are guiding structures which are wide at the top and narrow at the bottom along the front-back direction and the front positioning channel along the left-right direction.
The upper end of the rectangular pipe is provided with a cover plate, and the cover plate is provided with a pouring gate.
And the upper end parts of the left angle steel template, the right angle steel template and the rear vertical template are in threaded connection with hoisting bolts for hoisting the template frame.
Adopt above-mentioned technical scheme, the utility model discloses when working and using, three style of calligraphy steel concrete composite pipes after the vertical fixation, wherein left steel concrete composite pipe and the steel concrete composite pipe on right side are a style of calligraphy and arrange, and the steel concrete composite pipe on front side perpendicular to left steel concrete composite pipe and the steel concrete composite pipe on right side connect in the cavity of waiting to build of T type node and be used for connecting the connecting reinforcement and the stirrup of three style of calligraphy steel concrete composite pipes, then will through the hoist and mount bolt the utility model discloses hoist and mount top-down correspondence and stretch into three steel concrete composite pipes outside at T type node, wherein left location passageway moves down along left steel concrete composite pipe, and right location passageway moves down along the steel concrete composite pipe on right side, and preceding location passageway moves down along the steel concrete composite pipe on front side, and the sleeve pipe one-to-one that the front and back that left location hole and left steel concrete composite pipe reserved link up, The penetrating sleeve pipe one-to-one link up around reserving on the steel concrete composite pipe on right side locating hole and right side, stops when reserving on the steel concrete composite pipe of preceding locating hole and front side about penetrating sleeve pipe one-to-one link up and transfers the utility model discloses (the cross section of rectangular pipe is less than the cross section of the cavity of pouring into of treating of T type node), then use connecting bolt to correspond and penetrate left locating hole, right side locating hole and preceding locating hole with left angle steel template, right angle steel template and back founds the lower part correspondence of template and connect as an organic wholely then pour into the concrete through the sprue gate on the apron, the concrete falls to the cavity of pouring into of treating of T type node along the rectangular pipe in, will connect the connecting reinforcement and the stirrup of three style of calligraphy steel concrete composite pipes and pour inside.
After the poured concrete is solidified, the construction is continued to butt joint the upper layer of steel concrete composite pipe, the upper layer of left steel concrete composite pipe moves downwards along the guide structure at the upper part of the left positioning channel to be contacted with the lower layer of left steel concrete composite pipe, the upper layer of front side steel concrete composite pipe moves downwards along the guide structure at the upper part of the front positioning channel to be contacted with the lower layer of front side steel concrete composite pipe, then the upper layer of steel concrete composite pipe and the lower layer of steel concrete composite pipe are correspondingly connected, then the connecting bolt is unscrewed and taken down, the utility model is lifted upwards through the hoisting bolt, the steel concrete composite pipe is taken down from the three steel concrete composite pipes at the upper layer, then the connecting reinforcing steel bars and the stirrups for connecting the three steel concrete composite pipes in the T-shaped node at the upper layer are connected in the cavity to be poured, and then the utility model is correspondingly placed outside the steel concrete composite pipe to surround the space to be poured at the T-shaped node, and repeating the construction process, and sequentially carrying out supporting and pouring construction operation on the space to be poured at the T-shaped node from bottom to top.
The utility model provides a direction operation is played in the butt joint about going on with lower floor's steel concrete composite pipe to upper steel concrete composite pipe to guide structure, and the effect of interim location is played to upper steel concrete composite pipe on the upper portion of left side location passageway, right side location passageway and preceding location passageway to ensure stability, reliability and the rigidness of butt joint when the steel concrete composite pipe on construction upper strata.
To sum up, the utility model relates to a rationally, compact structure, the operation of being convenient for, stability is strong, not only has the template support effect of pouring T type node, has the direction and the effect of interim location to the steel concrete composite pipe on upper strata when hoist and mount butt joint moreover.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a right side view of FIG. 1;
fig. 3 is a schematic structural view of the present invention during construction work.
Detailed Description
As shown in figures 1-3, the T-shaped node pouring formwork frame for the reinforced concrete composite shear wall of the present invention comprises a rectangular pipe 1, a left angle steel formwork 2, a right angle steel formwork 3 and a rear upright formwork 4 all arranged along the vertical direction, wherein the left angle steel formwork 2, the right angle steel formwork 3 and the rear upright formwork 4 are equal in length, the length of the rectangular pipe 1 is smaller than that of the rear upright formwork 4, the width of the rectangular pipe 1 is smaller than that of the rear upright formwork 4, the rear side surface of the rectangular pipe 1 is fixedly connected with the front side surface of the rear upright formwork 4, the right side part of the rear side surface of the left angle steel formwork 3 is fixedly connected with the left side part of the front side surface of the rectangular pipe 1, the left side part of the rear side surface of the right angle steel formwork 3 is fixedly connected with the right side part of the front side surface of the rectangular pipe 1, the upper ends of the rectangular pipe 1, the left angle steel formwork 2, the right angle steel formwork 3 and the rear upright formwork 4 are flush, the left side part of, the right side part of the rear vertical template 4 is parallel to the rear side part of the right angle iron template 3 and forms a right positioning channel 6, the front side part of the left angle iron template 2 is parallel to the front side part of the right angle iron template 3 and forms a front positioning channel 7, the widths of the left positioning channel 5, the right positioning channel 6 and the front positioning channel 7 are equal, and the widths are equal to the thickness of the steel concrete combined pipe 8.
The left side portion of back founding template 4 and the back lateral part of left angle steel template 2 between evenly set up a plurality of groups around the penetrating left locating hole 9 of one-to-one along the direction of height, evenly set up a plurality of groups around the penetrating right locating hole 10 of one-to-one along the direction of height between the right lateral part of back founding template 4 and the back lateral part of right angle steel template 3, evenly set up a plurality of groups about the penetrating preceding locating hole 11 of one-to-one along the direction of height between the preceding lateral part of left angle steel template 2 and the preceding lateral part of right angle steel template 3.
The upper parts of the left positioning channel 5 and the right positioning channel 6 are guide structures 12 which are wide at the top and narrow at the bottom in the front-back direction and the front positioning channel 7 in the left-right direction.
The upper end of the rectangular tube 1 is provided with a cover plate 13, and the cover plate 13 is provided with a pouring gate 14.
The upper end parts of the left angle iron template 2, the right angle iron template 3 and the rear vertical template 4 are in threaded connection with hoisting bolts 15 for hoisting the template frame.
The utility model discloses when the work is used, behind three style of calligraphy steel concrete composite pipe 8 vertical fixation, wherein left steel concrete composite pipe 8 and the steel concrete composite pipe 8 on right side are a style of calligraphy and arrange, the steel concrete composite pipe 8 on front side perpendicular to left steel concrete composite pipe 8 and the steel concrete composite pipe 8 on right side, the cavity that treats to cast at T type node connects connecting reinforcement and the stirrup that are used for connecting three style of calligraphy steel concrete composite pipe 8, then will through hoisting bolt 15 the utility model discloses hoist and mount top-down correspondence and stretch into three steel concrete composite pipe 8 in the outside of T type node, wherein left location passageway 5 moves down along left steel concrete composite pipe 8, and right location passageway 6 moves down along the steel concrete composite pipe 8 on right side, and preceding location passageway 7 moves down along the steel concrete composite pipe 8 on front side, and penetrating sleeve pipe one-to-one around having a perfect understanding on left location hole 9 and left steel concrete composite pipe 8, The penetrating sleeve pipe one-to-one link up around reserving on the steel concrete composite pipe 8 on right side locating hole 10 and right side, stops when reserving about on the steel concrete composite pipe 8 of preceding locating hole 11 and front side penetrating sleeve pipe one-to-one link up and transfers the utility model discloses (the cross section of rectangular pipe 1 is less than the cross section of the cavity of pouring into of treating of T type node), then use connecting bolt to correspond and penetrate left locating hole 9, right locating hole 10 and preceding locating hole 11 with left angle steel template 2, right angle steel template 3 and back founding the lower part of template 4 and correspond and connect as an organic wholely and then pour into the concrete through sprue gate 14 on apron 13, the concrete falls to waiting of T type node along rectangular pipe 1 and pours into the cavity into, will connect three style of calligraphy steel concrete composite pipe 8's connecting reinforcement and stirrup and pour inside.
After the concreted concrete is solidified, the construction is continued to butt the upper layer of steel concrete composite pipe 8, the upper layer of left steel concrete composite pipe 8 downwards moves along the guide structure 12 on the upper part of the left positioning channel 5 to be contacted with the lower layer of left steel concrete composite pipe 8, the upper layer of front side of steel concrete composite pipe 8 downwards moves along the guide structure 12 on the upper part of the front positioning channel 7 to be contacted with the lower layer of front side of steel concrete composite pipe 8, then the upper layer of steel concrete composite pipe 8 and the lower layer of steel concrete composite pipe 8 are correspondingly connected, then the connecting bolt is unscrewed and taken off, the utility model discloses upwards lift, take off from three steel concrete composite pipes 8 on the upper layer, then the connecting reinforcing steel bars and the stirrups for connecting the three straight steel concrete composite pipes 8 are well connected in the cavity to be cast of the T-shaped node on the upper layer, and then the utility model discloses the lift is correspondingly placed to the outside of three steel concrete composite pipes 8 to cast the space node to be cast of the T-shaped steel concrete composite pipe 8 And surrounding, repeating the construction process, and sequentially performing supporting and pouring construction operation on the to-be-poured space at the T-shaped node from bottom to top.
The present embodiment is not intended to limit the shape, material, structure, etc. of the present invention in any form, and all of the technical matters of the present invention belong to the protection scope of the present invention to any simple modification, equivalent change and modification made by the above embodiments.
Claims (5)
1. Template frame is pour to steel concrete combination shear wall T type node, its characterized in that: the angle iron plate comprises a rectangular pipe, a left angle iron template, a right angle iron template and a rear vertical template which are all arranged along the vertical direction, wherein the left angle iron template, the right angle iron template and the rear vertical template are equal in length, the length of the rectangular pipe is smaller than that of the rear vertical template, the width of the rectangular pipe is smaller than that of the rear vertical template, the rear side surface of the rectangular pipe is fixedly connected with the front side surface of the rear vertical template, the right side part of the rear side surface of the left angle iron template is fixedly connected with the left side part of the front side surface of the rectangular pipe, the left side part of the rear side surface of the right angle iron template is fixedly connected with the right side part of the front side surface of the rectangular pipe, the left angle iron template, the right angle iron template and the upper end of the rear vertical template are flush, the left side part of the rear vertical template is parallel to the rear side part of the left angle iron template and forms a left positioning channel, the right side part of the rear vertical, the left positioning channel, the right positioning channel and the front positioning channel are equal in width and the width is equal to the thickness of the reinforced concrete combined pipe.
2. The formwork frame is pour to steel concrete combination shear wall T type node according to claim 1, characterized in that: the left side portion of back founds the template and evenly sets up the penetrating left locating hole of a plurality of groups front and back one-to-one along the direction of height between the rear portion of left angle steel template, evenly sets up the penetrating right locating hole of a plurality of groups front and back one-to-one along the direction of height between the right side portion of back founding the template and the rear side portion of right angle steel template, evenly sets up the penetrating preceding locating hole of a plurality of groups left and right one-to-one along the direction of height between the front side portion of left angle steel template and the front side portion of right angle.
3. The formwork frame is pour to steel concrete combination shear wall T type node according to claim 1, characterized in that: the upper parts of the left positioning channel and the right positioning channel are guiding structures which are wide at the top and narrow at the bottom along the front-back direction and the front positioning channel along the left-right direction.
4. The formwork frame is pour to steel concrete combination shear wall T type node according to claim 1, characterized in that: the upper end of the rectangular pipe is provided with a cover plate, and the cover plate is provided with a pouring gate.
5. The formwork frame is pour to steel concrete combination shear wall T type node according to claim 1, characterized in that: and the upper end parts of the left angle steel template, the right angle steel template and the rear vertical template are in threaded connection with hoisting bolts for hoisting the template frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921182733.6U CN210530314U (en) | 2019-07-25 | 2019-07-25 | Formwork frame is pour to steel concrete combination shear wall T type node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921182733.6U CN210530314U (en) | 2019-07-25 | 2019-07-25 | Formwork frame is pour to steel concrete combination shear wall T type node |
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| Publication Number | Publication Date |
|---|---|
| CN210530314U true CN210530314U (en) | 2020-05-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921182733.6U Active CN210530314U (en) | 2019-07-25 | 2019-07-25 | Formwork frame is pour to steel concrete combination shear wall T type node |
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| CN (1) | CN210530314U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306785A (en) * | 2019-07-25 | 2019-10-08 | 河南绿建建筑科技有限公司 | Steel concrete compound shear wall T-type node formwork for placing frame |
-
2019
- 2019-07-25 CN CN201921182733.6U patent/CN210530314U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306785A (en) * | 2019-07-25 | 2019-10-08 | 河南绿建建筑科技有限公司 | Steel concrete compound shear wall T-type node formwork for placing frame |
| CN110306785B (en) * | 2019-07-25 | 2024-05-17 | 河南绿建建筑科技有限公司 | T-shaped node pouring template frame for steel-concrete composite shear wall |
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