CN209907921U - Linkage supporting and combining template for non-parallel double-wall construction joint - Google Patents
Linkage supporting and combining template for non-parallel double-wall construction joint Download PDFInfo
- Publication number
- CN209907921U CN209907921U CN201920518490.2U CN201920518490U CN209907921U CN 209907921 U CN209907921 U CN 209907921U CN 201920518490 U CN201920518490 U CN 201920518490U CN 209907921 U CN209907921 U CN 209907921U
- Authority
- CN
- China
- Prior art keywords
- linkage
- construction joint
- supporting
- front shaft
- template
- 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
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a compound template is propped in linkage of non-parallel double-wall construction joint, including the inboard support template of construction joint both sides wall body, inboard support template evenly is provided with many support channel-section steels down from last, is provided with the linkage front axle and the linkage rear axle on perpendicular to ground respectively around the level between two inboard support templates, and the epaxial cover respectively has chevron shape hinged joint pole with the linkage rear axle of linkage front axle, and the length of the chevron shape hinged joint pole of axle sleeve is less than the length of the chevron shape hinged joint pole of axle sleeve after the linkage front axle, is connected the flexible connecting rod that is provided with hydraulic pressure promotion between the axle sleeve after linkage front axle and linkage. Use the utility model discloses the "non-parallel double-wall construction joint hydraulic pressure that forms props compound template construction method", realized that deformation joint both sides wall body concrete pours simultaneously, improved the concrete placement quality, the simple operation, the survival quality is better, and social and economic benefits are showing.
Description
Technical Field
The utility model relates to a non-parallel double-wall construction joint linkage props closes template.
Background
With the coming of a series of special small town policies in recent years, governments and real estate merchants all open small town development modes.
The town planning takes a house group as a basic unit and follows the design concept of naturalization and ecology. Some group houses are in the style of highlighting the theme of the town, and a certain angle is designed among units. Because the contained angle is narrow and small, constructor does not have effective working face and carries out the template and erect, and the installation of its both sides wall form is very difficult, and the construction is filled in the extruded sheet cutting of generally adopting the traditional way, and difficult assurance wall body member size, perpendicular roughness lead to the post-survival concrete to look and feel the quality poor, need seek a convenient and fast template to erect for this reason.
Disclosure of Invention
An object of the utility model is to provide a compound template is propped in linkage of non-parallel double-wall construction joint, realized that deformation joint both sides wall body concrete pours simultaneously, improved the concrete placement quality, the simple operation, the quality of surviving is better, and society and economic benefits are showing.
In order to realize the purpose, the technical scheme of the utility model is that:
the utility model provides a compound template is propped in linkage of non-parallel double-wall construction joint, includes the different construction joint both sides wall body inboard support template of opening around the level, and inboard support template evenly is provided with many support channel-section steels from last to down, supports the channel-section steel and is used for the positioning tension bolt to draw the fastening with the inboard support template of both sides wall body and outside support template and decides, wherein: a linkage front shaft and a linkage rear shaft which are vertical to the ground are respectively arranged between the two inner side supporting templates in the horizontal front and back direction, the linkage front shaft is arranged at the small opening end side of the construction joint, the linkage rear shaft is arranged at the large opening end side of the construction joint, herringbone hinge connecting rods are respectively sleeved on the linkage front shaft and the linkage rear shaft, the opening of the herringbone hinge connecting rods can be adjusted along with the rotation of the connecting rods at the two sides by taking the linkage front shaft or the linkage rear shaft as the center, wherein the length of the herringbone hinge connecting rod of the linkage front shaft sleeve is less than that of the herringbone hinge connecting rod of the linkage rear shaft sleeve, the tail ends of the herringbone hinge connecting rods of the linkage front shaft and the linkage rear shaft sleeve are hinged with the support channel steel on the support templates at the inner sides of the wall bodies at two sides, a hydraulic pushing telescopic connecting rod is connected between the linkage front shaft and the linkage rear shaft sleeve, and the extension telescopic connecting rod pushes the herringbone hinge connecting rods of the linkage front shaft and the linkage rear shaft sleeve to be unfolded.
The scheme is further as follows: and a limiting bolt is arranged between the linkage front shaft and the wall body inner side supporting templates on the two sides, the limiting bolt is arranged on the outer side between the linkage front shaft and the linkage rear shaft, and the limiting bolt is hinged with the linkage front shaft and the wall body inner side supporting templates on the two sides.
The scheme is further as follows: the limit bolt is inserted after the small end of the construction joint opening of the support template on the inner sides of the wall bodies on the two sides is spread in place, and the length of the limit bolt ensures that the included angle between the limit bolt and the end face of the small end of the construction joint opening is 10 degrees to 30 degrees.
The scheme is further as follows: the limiting bolt is drawn out when the telescopic connecting rod contracts the supporting templates on the inner sides of the wall bodies on the two sides to be closed.
The scheme is further as follows: the herringbone hinge connecting rods are arranged among the plurality of supporting channel steel at intervals.
The scheme is further as follows: the hydraulic pushing telescopic connecting rod is arranged at the axial center of the linkage front shaft and the linkage rear shaft.
The utility model has the advantages that:
1, the utility model discloses the design template, the hoist and mount of being convenient for improves the efficiency of construction;
2, the invention uses a hydraulic support tool, the pushing is uniform, and the template installation is rapid and safe; the single side is reinforced, and the installation and the disassembly are convenient;
3, telescopic fixing rod pieces are adopted, and different moduli can be recycled;
4, no operator is needed to adjust and reinforce the deformation joint, so that time and labor are saved;
5, designing and constructing a template at the deformation joint part with the included angle on site;
6, use the utility model discloses the "non-parallel double-wall construction joint hydraulic pressure that forms props compound template construction method", realized that deformation joint both sides wall body concrete pours simultaneously, improved the concrete placement quality, the simple operation, the quality of surviving is better, and society and economic benefits are showing.
The present invention will be described in detail with reference to the accompanying drawings and examples.
Drawings
FIG. 1 is a schematic horizontal plane view of the structure of the present invention;
FIG. 2 is a schematic structural view of the small opening end side of the structural construction joint of the present invention, and is a view along the direction A-A in FIG. 1;
FIG. 3 is a schematic structural view of the side of the large opening of the structural construction joint of the present invention, and a view from B-B direction of FIG. 1;
fig. 4 is a schematic view of the horizontal opening of the structure of the present invention;
fig. 5 is a schematic view of the horizontal shrinkage of the structure of the present invention.
Detailed Description
The utility model provides a non-parallel double-wall construction joint linkage props and closes template, as shown in fig. 1, 2 and 3, non-parallel double-wall construction joint linkage props the compound template and includes the different construction joint both sides wall body inboard support template 1 of opening around the level, and inboard support template evenly is provided with many from last to down and supports channel-section steel 2, as shown in fig. 1, fig. 2 and fig. 3, supports channel-section steel 2 and is used for the nut of positioning and tensioning bolt 3 through both sides, the outside uses splint 4, the inboard use supports channel-section steel 2 and draws the fastening with both sides wall body inboard support template 1 and outside support template and decides, wherein: a linkage front shaft 5 and a linkage rear shaft 6 which are vertical to the ground are respectively arranged between the two inner side supporting templates 1 in the front and the rear direction of the horizontal direction, the linkage front shaft 5 is arranged at the small opening end side of a construction joint, the linkage rear shaft 6 is arranged at the large opening end side of the construction joint, herringbone hinge connecting rods 7 and 8 are respectively sleeved on the linkage front shaft and the linkage rear shaft, the herringbone hinge connecting rods are composed of two connecting rods, sleeves are respectively welded at the starting ends of the two connecting rods, the two sleeves are parallelly and rotatably sleeved on the linkage front shaft and the linkage rear shaft to form the herringbone hinge connecting rods, the opening of the herringbone hinge connecting rod 7 can be adjusted along with the rotation of the two connecting rods with the linkage front shaft 5 as the center, the opening of the herringbone hinge connecting rod 8 can be adjusted along with the rotation of the two connecting rods with the linkage rear shaft 6 as the center, wherein the length of the herringbone hinge connecting rod 7 of the linkage front, the tail ends of herringbone hinge connecting rods of the linkage front shaft and the linkage rear shaft sleeve are hinged, namely rotatably connected with the supporting channel steels 2 on the supporting templates 1 on the inner sides of the wall bodies on the two sides; a hydraulic pushing telescopic connecting rod 9 is connected between the linkage front shaft and the linkage rear shaft sleeve, the telescopic connecting rod is stretched to push the herringbone hinge connecting rods of the linkage front shaft and the linkage rear shaft sleeve to unfold, the unfolded herringbone hinge pushes the inner side supporting templates of the two side walls to unfold to form a construction joint, the horizontal end of the construction joint is small in opening, the other end of the construction joint is large in opening, and the inner side supporting templates and the outer side supporting templates of the two side walls are fastened and fixed through tensioning bolts to form a non-parallel double-wall construction joint supporting and closing template.
In order to smoothly unfold the chevron-shaped articulated mast 8 of the coupled rear axle 6: and a limiting bolt 10 is arranged between the linkage front shaft and the inner side supporting templates of the wall bodies on the two sides, the limiting bolt is arranged on the outer side between the linkage front shaft and the linkage rear shaft, and the limiting bolt is hinged with the linkage front shaft and the inner side supporting templates of the wall bodies on the two sides. The herringbone hinge connecting rod is equivalent to a supporting transmission shaft, the limiting bolt is arranged for controlling the distance of the end part of the small opening of the construction joint, the limiting bolt, the herringbone hinge connecting rod and the supporting template form a hinged triangle, and the triangle ensures that the template supporting and closing process cannot cause the closing of the near end, namely the small opening end, due to the opening of the far end, namely the large opening end; the template is directly hinged, and the near-end distance can be adjusted through a limiting bolt. Therefore, the limit bolt is inserted after the small opening end of the construction joint of the inner side support formworks of the two side walls is unfolded in place, as shown in fig. 4, the length of the limit bolt ensures that the included angle a between the limit bolt and the small opening end face of the construction joint is 10 degrees to 30 degrees, further the stability of the hinged triangle is ensured to ensure that the large opening end of the inner side support formworks of the two side walls is continuously unfolded, and after the large opening end of the inner side support formworks of the two side walls is unfolded in place, the turn buckle 11 is arranged between the large opening ends of the inner side support formworks of the two side walls to position and fix.
As shown in fig. 5: the limiting bolt is drawn out when the telescopic connecting rod contracts the supporting templates on the inner sides of the wall bodies on the two sides to be closed.
Wherein: the herringbone hinge connecting rods can be connected with each supporting channel steel, and in the embodiment, the herringbone hinge connecting rods are arranged among the plurality of supporting channel steels at intervals; the same principle is that: spacing bolt sets up at many intervals of supporting the channel-section steel.
The hydraulic pressure promotes telescopic link wherein can be a plurality ofly, for example set up two from top to bottom, nevertheless must operate unanimously, in order to simplify the operation, the linkage front axle and the linkage rear axle of this embodiment all adopt the steel pipe preparation of diameter 48mm, intensity is high, the sleeve pipe diameter of the initiating terminal of chevron shape hinge connecting rod both sides connecting rod is 50mm, hydraulic pressure promotes telescopic link and is connected by hydraulic telescoping piece and square steel pipe and constitutes, hydraulic telescoping piece is fixed in the linkage front axle on be convenient for operate in one end, hydraulic telescoping piece's flexible arm passes through square steel pipe and connects the linkage rear axle. Therefore, the hydraulic pushing telescopic connecting rod is one, and one hydraulic pushing telescopic connecting rod is arranged at the axial center position of the linkage front shaft and the linkage rear shaft.
The linkage supporting method based on the linkage supporting and combining template for the non-parallel double-wall construction joint comprises the following steps of: the different construction joint both sides wall body inboard support template of opening around the level, inboard support template evenly is provided with many support channel-section steels from last to down, and the support channel-section steel is used for the positioning tension bolt to draw the fastening with the inboard support template of both sides wall body and outside support template and fixes, wherein: a linkage front shaft and a linkage rear shaft which are vertical to the ground are respectively arranged between the two inner side supporting templates in the front and the rear direction, the linkage front shaft is arranged at the small opening end side of a construction joint, the linkage rear shaft is arranged at the large opening end side of the construction joint, herringbone hinge connecting rods 7 and 8 are respectively sleeved on the linkage front shaft and the linkage rear shaft, the opening of the herringbone hinge connecting rod 7 can be adjusted along with the rotation of the connecting rods at the two sides by taking the linkage front shaft 5 as the center, the opening of the herringbone hinge connecting rod 8 can be adjusted along with the rotation of the connecting rods at the two sides by taking the linkage rear shaft 6 as the center, wherein the length of the herringbone hinge connecting rod of the linkage front shaft sleeve is less than that of the herringbone hinge connecting rod of the linkage rear shaft sleeve, the tail ends of the herringbone hinge connecting rods of the linkage front shaft and the linkage rear shaft sleeve are connected with the supporting channel steel hinges on the, the connecting jacks of the hinge limiting bolts are respectively arranged on the linkage front shaft and the inner side supporting templates of the wall bodies at two sides of the small opening end of the construction joint, the connecting jacks on the inner side supporting templates are arranged on the outer sides between the linkage front shaft and the linkage rear shaft, and the hydraulic pushing telescopic connecting rod is started to extend, wherein the linkage supporting method comprises the following steps:
the first step is as follows: pushing the linkage front shaft to the side of the large opening end of the construction joint to enable the inner sides of the wall bodies on the two sides to support the small opening end of the template construction joint to be in place and then stopping extending the telescopic connecting rod;
the second step is that: inserting a limiting bolt into connecting jacks arranged at the small opening ends of the construction joints of the supporting templates on the front linkage shaft and the inner sides of the wall bodies at the two sides, wherein the length of the limiting bolt ensures that the included angle between the limiting bolt and the end face of the small opening end of the construction joint is between 10 degrees and 30 degrees;
the third step: and continuously extending the telescopic connecting rods until the large opening end of the construction joint of the supporting templates on the inner sides of the wall bodies on the two sides is opened in place, and finishing linkage supporting.
Wherein: the method further comprises: after the large opening end of the construction joint of the inner side supporting templates of the two side walls is opened in place, the large opening end of the construction joint of the inner side supporting templates of the two side walls is positioned and fixed by arranging a connecting turn buckle.
As previously mentioned: the herringbone hinge connecting rods are arranged among the plurality of supporting channel steel at intervals, one hydraulic pushing telescopic connecting rod is arranged, and one hydraulic pushing telescopic connecting rod is arranged at the axial center of the linkage front shaft and the linkage rear shaft.
And: the method further comprises: the limiting bolt is drawn out when the telescopic connecting rod contracts the supporting templates on the inner sides of the wall bodies on the two sides to be closed.
The construction method for the non-parallel double-wall construction joint hydraulic support die plate formed by the embodiment realizes the simultaneous pouring of concrete on the two side walls of the deformation joint, improves the pouring quality of the concrete, is convenient and fast to operate, has good survival quality, and has remarkable social and economic benefits. In the embodiment, the hydraulic supporting tool is uniformly pushed, and the template is quickly and safely installed; the single side is reinforced, and the installation and the disassembly are convenient; the embodiment adopts the telescopic fixed rod piece, and different moduli can be used in a turnover way; and no operator is needed to adjust and reinforce the deformation joint, so that time and labor are saved, and design and construction of the formwork at the deformation joint part with the included angle can be realized on site.
Claims (6)
1. A linkage supporting and closing die plate for a non-parallel double-wall construction joint comprises two side wall body inner side supporting die plates with different horizontal front and rear openings, wherein a plurality of supporting channel steel are uniformly arranged on the inner side supporting die plates from top to bottom, the supporting channel steel is used for positioning a tensioning bolt to pull and fix the two side wall body inner side supporting die plates and the outer side supporting die plates, the linkage supporting die plate is characterized in that a linkage front shaft and a linkage rear shaft which are perpendicular to the ground are respectively arranged between the two inner side supporting die plates from front to rear horizontally, the linkage front shaft is arranged on the small opening end side of the construction joint, the linkage rear shaft is arranged on the large opening end side of the construction joint, herringbone hinge connecting rods are respectively sleeved on the linkage front shaft and the linkage rear shaft, the opening of the herringbone hinge connecting rods can be adjusted in size along with the rotation of the two side connecting rods with the linkage front shaft or the linkage rear shaft as the center, the tail ends of the herringbone hinge connecting rods of the linkage front shaft and the linkage rear shaft sleeve are hinged with the support groove steel on the support templates on the inner sides of the wall bodies on the two sides, a hydraulic pushing telescopic connecting rod is connected between the linkage front shaft and the linkage rear shaft sleeve, and the herringbone hinge connecting rods of the linkage front shaft and the linkage rear shaft sleeve are pushed to unfold by extending the telescopic connecting rod.
2. The non-parallel double-wall construction joint linkage supporting-closing template as claimed in claim 1, wherein a limiting bolt is arranged between the linkage front shaft and the inner side supporting templates of the two side walls, the limiting bolt is arranged at the outer side between the linkage front shaft and the linkage rear shaft, and the limiting bolt is hinged with the linkage front shaft and the inner side supporting templates of the two side walls.
3. The non-parallel double-wall construction joint linkage bracing template according to claim 2, wherein the limiting bolt is inserted after the small end of the construction joint opening of the supporting template on the inner sides of the two side walls is propped in place, and the length of the limiting bolt ensures that the included angle between the limiting bolt and the small end face of the construction joint opening is between 10 degrees and 30 degrees.
4. The non-parallel double-wall construction joint linkage bracing template according to claim 3, wherein the limiting bolt is extracted when the telescopic connecting rod contracts the inner side of the wall bodies on both sides to brace the templates to be closed.
5. The non-parallel double wall construction joint linkage bracing formwork of claim 1 or 2, wherein the herringbone hinge connecting rods are arranged at intervals between a plurality of supporting channel steel.
6. The non-parallel double-wall construction joint linkage bracing template according to claim 1, wherein the number of the hydraulic pushing telescopic connecting rods is one, and one hydraulic pushing telescopic connecting rod is arranged at the axial center position of the linkage front shaft and the linkage rear shaft.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920518490.2U CN209907921U (en) | 2019-04-17 | 2019-04-17 | Linkage supporting and combining template for non-parallel double-wall construction joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920518490.2U CN209907921U (en) | 2019-04-17 | 2019-04-17 | Linkage supporting and combining template for non-parallel double-wall construction joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209907921U true CN209907921U (en) | 2020-01-07 |
Family
ID=69044377
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920518490.2U Active CN209907921U (en) | 2019-04-17 | 2019-04-17 | Linkage supporting and combining template for non-parallel double-wall construction joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209907921U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914787A (en) * | 2019-04-17 | 2019-06-21 | 中国新兴建筑工程有限责任公司 | A kind of non-parallel double wall construction joint linkage supporting templates and its supporting method that links |
| CN111424963A (en) * | 2020-04-08 | 2020-07-17 | 发达控股集团有限公司 | Reinforcing method for preventing deformation and easy disassembly of expansion joint of concrete shear wall and avoiding locking leg |
| CN115110765A (en) * | 2022-06-27 | 2022-09-27 | 中国化学工程第四建设有限公司 | Construction method and device for shear wall at deformation joint |
-
2019
- 2019-04-17 CN CN201920518490.2U patent/CN209907921U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914787A (en) * | 2019-04-17 | 2019-06-21 | 中国新兴建筑工程有限责任公司 | A kind of non-parallel double wall construction joint linkage supporting templates and its supporting method that links |
| CN109914787B (en) * | 2019-04-17 | 2023-11-24 | 中国新兴建筑工程有限责任公司 | Non-parallel double-wall construction joint linkage support mold clamping plate and linkage support method thereof |
| CN111424963A (en) * | 2020-04-08 | 2020-07-17 | 发达控股集团有限公司 | Reinforcing method for preventing deformation and easy disassembly of expansion joint of concrete shear wall and avoiding locking leg |
| CN115110765A (en) * | 2022-06-27 | 2022-09-27 | 中国化学工程第四建设有限公司 | Construction method and device for shear wall at deformation joint |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209907921U (en) | Linkage supporting and combining template for non-parallel double-wall construction joint | |
| CN109914787B (en) | Non-parallel double-wall construction joint linkage support mold clamping plate and linkage support method thereof | |
| CN106640149A (en) | Steel arch frame suitable for semi-automatic installation of large cross-section tunnel and installation method of steel arch frame | |
| CN205804991U (en) | A kind of light cellular partition board riser device | |
| CN106677807A (en) | Folding steel arch frame and installation method thereof | |
| CN208396714U (en) | Supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form | |
| CN205112085U (en) | Hydraulic pressure centre form construction system | |
| CN211030511U (en) | Flexible extension formula segment case roof beam centre form | |
| CN113622660A (en) | Integral hoisting type formwork structure for vertical hole and concrete construction method | |
| CN112921785A (en) | Telescopic sliding formwork device for prefabricating steel-concrete composite beam | |
| CN217976238U (en) | Steel frame rapid installation hinging device based on three-arm arch frame installation trolley | |
| CN218117337U (en) | A plugging device for encorbelmenting I-steel and reserving entrance to a cave | |
| CN216552693U (en) | Large-span assembly type building crossbeam | |
| CN210440044U (en) | Movable telescopic multilayer working trolley in small-section tunnel | |
| CN209942219U (en) | Expandable and liftable shared template | |
| CN213116337U (en) | Special tunnel lining platform truck of foldable widening section | |
| CN213226888U (en) | Prefabricated pier stud template device | |
| CN209243920U (en) | A kind of prefabricated components connecting node | |
| CN210086296U (en) | Opposite-top supporting system for subway side wall construction | |
| CN103669222B (en) | The Combined sun-shading rainproof canopy of prefabricated case beam | |
| CN113653365A (en) | Assembled building wall body support equipment | |
| CN206205452U (en) | A kind of telescopic bulk concrete pours regularization operating platform | |
| CN221646471U (en) | A movable telescopic protective shed | |
| CN220599155U (en) | Combined building template | |
| CN216380669U (en) | Elevator shaft door opening edge protection device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |