CN210713807U

CN210713807U - Deformation joint outer wall construction setting device

Info

Publication number: CN210713807U
Application number: CN201921516332.XU
Authority: CN
Inventors: 蒋文娟; 李�根; 鲁志铭; 骆军; 赵莉; 梁秋实; 罗琦; 王一斌
Original assignee: Gansu Seventh Construction Group Co ltd
Current assignee: Gansu Seventh Construction Group Co ltd
Priority date: 2019-09-12
Filing date: 2019-09-12
Publication date: 2020-06-09
Anticipated expiration: 2029-09-12

Abstract

The utility model discloses a movement joint outer wall construction setting device, including outside template subassembly and inboard template subassembly, outside template subassembly includes the exterior sheathing, the bottom level of exterior sheathing is equipped with that the back cover is stupefied, one side face of exterior sheathing is improved level and is equipped with that a plurality of horizontal square timbers are stupefied once, it is stupefied that horizontal square timbers are stupefied to go up the vertical two steel pipe that are equipped with of vertical square timbers owner, vertical two steel pipe owner is stupefied including two steel pipes and every vertical two steel pipe owner stupefied through taut fixing device tightly leaning on horizontal square timbers is stupefied once, taut fixing device include with vertical two steel pipe owner stupefied matched with checkpost cluster and with the wall screw rod of wearing that every outside template checkpost is connected on the checkpost cluster, install inboard template checkpost and fastening nut after the other end of wall screw rod passes exterior. The utility model discloses simple structure avoids the workman to get into the movement joint and carries out that two steel pipe owner are stupefied fixed and take out, and the installation is dismantled conveniently, and convenient construction can effectively guarantee the construction quality of construction building outer wall behind the movement joint.

Description

Deformation joint outer wall construction setting device

Technical Field

The utility model belongs to the technical field of the building engineering construction, concretely relates to deformation joint outer wall construction setting device.

Background

In the building engineering work progress, often need carry out the construction operation in two adjacent building movement joints department, because the space is narrow, the artifical unable operation that gets into causes the outer wall template of back construction building to prop up and establishes the difficulty, construction quality is wayward, complex operation wastes time and energy when the template is demolishd in addition, brings certain difficulty for the construction. The patent with publication number CN102704678A discloses a typical forms for shear force wall of high-rise building movement joint position, and it evenly is equipped with upright square timber inferior stupefied at bamboo plywood side, and square timber inferior stupefied outside equipartition is equipped with the main stupefied of channel-section steel, is equipped with the short bolt of connecting the bamboo plywood more than two on the main stupefied of channel-section steel. Its channel-section steel owner is stupefied violently, can only send into or take out from the edgewise during installation and dismantlement, need overcome the gravity installation, because the space is narrow and small, the operation is very inconvenient, and is stupefied as the owner of load structure by the channel-section steel, owing to need transversely set up the channel-section steel, causes not the upper and lower edge of a wing atress by the channel-section steel, and the stress state is unreasonable, still need punch on the web of channel-section steel during the fixed, has destroyed the integrality of channel-section steel, and channel-section steel reuse.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the technical problem that exists among the prior art, provide a simple structure, installation dismantle convenient, construction quality is controllable, convenient construction and with the deformation joint outer wall construction setting device of the perfect butt joint of current outside template subassembly.

In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a movement joint outer wall construction setting device, includes outside template subassembly and inboard template subassembly, outside template subassembly includes the exterior sheathing, the bottom level of exterior sheathing is equipped with the back timber stupefied, one side face of exterior sheathing is improved level and is equipped with that a plurality of horizontal square timbers are stupefied once, the stupefied outside of horizontal square timbers is vertical to be equipped with that a plurality of vertical double steel pipe owner is stupefied, vertical double steel pipe owner is stupefied including two steel pipes and every vertical double steel pipe owner stupefied tightly lean on horizontal square timbers is stupefied once through taut fixing device, taut fixing device includes the wall screw rod of wearing that is connected with vertical double steel pipe owner stupefied matched with checkpost cluster and with every outside template checkpost on the checkpost cluster, install inboard template checkpost and fastening nut after the other end of wearing the wall screw rod passes exterior sheathing and inboard template subassembly.

Further, inboard template component includes the inner formword, it is stupefied that vertical a plurality of vertical square timbers of being equipped with are inferior on one side face of inner formword, it is stupefied that vertical square timbers are inferior to go up the level and are equipped with a plurality of horizontal main stupefied, horizontal main stupefied through inboard template checkpost tightly on vertical square timbers are inferior stupefied, the tip that corresponding wall screw rod was just worn to inboard template checkpost passed is equipped with fastening nut.

Further, the transverse main edge is a transverse double-steel-pipe main edge.

Further, the checkpost cluster is including falling U shaped steel muscle and fixing a plurality of outside template checkposts on falling U shaped steel muscle, the middle part of outside template checkpost is equipped with and wears the muscle hole and wear the muscle hole and be fixed with the checkpost nut in one side of outside template checkpost back.

Further, the reverse U-shaped reinforcing steel bars are welded with the back of the outer side formwork clamp, and the width of the reverse U-shaped reinforcing steel bars is smaller than the length of the outer side formwork clamp.

Furthermore, a PVC plastic sleeve is sleeved on the wall-through screw rod between the outer template and the inner template component.

Furthermore, the outer template and the inner template are both made of wood plywood or bamboo plywood.

Further, the outer side template clip and the inner side template clip are both mountain-shaped clips.

Further, the distance between the bottom sealing wood rib and the bottom layer transverse square wood secondary rib is 200mm, and the distance between the adjacent transverse square wood secondary ribs is increased from bottom to top in sequence.

The utility model discloses relative prior art has following beneficial effect:

1. the utility model discloses a movement joint outer wall construction setting device includes outside template component and inboard template component, outside template component mainly includes the exterior sheathing, the back cover is stupefied, horizontal square timber is stupefied once, the stupefied and taut fixing device of vertical two steel pipe owner, the stupefied bottom of vertical two steel pipe owner is located the back cover is stupefied, only need during the installation to be stupefied the stupefied design position of following the vertical installation in top of two steel pipe owner that comprises two steel pipes, and stupefied bottom sprag of carrying on through the back cover, need not to overcome self gravity and mainly stupefied from the horizontal installation two steel pipe in one side, and easy and simple to handle, and effectively prevent that two steel pipe owner are stupefied when the installation because of the potential safety hazard that carelessly falls into the. Additionally, the utility model discloses a taut fixing device fixes main stupefied of vertical two steel pipes, taut fixing device includes the card cluster, wear the wall screw rod, inboard template checkpost and fastening nut, the checkpost cluster only need tightly lean on main stupefied of two steel pipes and fix main stupefied of two steel pipes through screwing up fastening nut, it is fixed firm, high durability and convenient operation, the installation of the screw rod of being convenient for wear the wall, main stupefied fixed time of two steel pipes need not weld the steel pipe, processing such as punch, can recycle other positions that perhaps are used for the construction after retrieving, effectively avoided the material extravagant. The utility model discloses when dismantling, only need loosen fastening nut and will wear the wall screw rod and take out the back, take the checkpost cluster out and with two steel pipe owner stupefied take out from the top can. The utility model discloses simple structure need not the workman and gets into the movement joint and carry out the stupefied fixed of two steel pipe owner and take out, and the installation is dismantled conveniently, and convenient construction can effectively guarantee the construction quality of construction building outer wall behind the movement joint, can with the perfect butt joint of current outside template subassembly, has improved the efficiency of construction.

2. The utility model discloses a checkpost cluster is including the shaped steel muscle of falling the U and fix a plurality of outside template checkposts on the shaped steel muscle of falling the U, the middle part of outside template checkpost is equipped with the muscle hole of wearing and wears one side of muscle hole site in outside template checkpost back and be fixed with the checkpost nut, the checkpost nut can carry out fixed connection with the one end of wearing the wall screw rod, outside template checkpost and the main stupefied cooperation of two steel pipes can be stupefied to two steel pipes and carry out firm fixed, do not need personnel to get into the movement joint when fixed and dismantle, only need screw up or loosen fastening nut operate can, structural design is ingenious, time saving and labor saving.

Drawings

Fig. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic structural view of the inner side form assembly of the present invention;

fig. 3 is a schematic structural diagram of the card string of the present invention.

The utility model discloses the reference sign is as follows: 101. an outboard form assembly; 102. an inboard formwork assembly; 1. an outer template; 2. transversely square wood secondary corrugation; 3. vertical double-steel-pipe main ribs; 4. a card string; 5. sealing bottom wood edges; 6. a through-wall screw; 7. an inner side template clip; 8. fastening a nut; 9. an inner template; 10. vertical square timber secondary corrugation; 11. a transverse main ridge; 41. an inverted U-shaped steel bar; 42. an outer formwork clip; 43. and a clip nut.

Detailed Description

The present invention will be further described with reference to the accompanying drawings and the following detailed description.

As shown in fig. 1-3, a deformation joint external wall construction setting device comprises an outer side template component 101 and an inner side template component 102 (the outer side template component 101 and the inner side template component 102 of the utility model are determined inside and outside by a deformation joint post-construction building according to industry habits), the inner side template component 102 comprises an inner template 9, the inner template 9 is made of wood plywood or bamboo plywood, a plurality of vertical square wood secondary ridges 10 are vertically nailed on one side plate surface of the inner template 9, a plurality of transverse main ridges 11 are horizontally arranged on the vertical square wood secondary ridges 10, the transverse main ridges 11 are transverse double-steel-pipe main ridges, the transverse main ridges 11 are abutted on the vertical square wood secondary ridges 10 through inner side template clips 7, the outer side template component 101 comprises an outer template 1, the outer template 1 is made of wood plywood or bamboo plywood, bottom horizontal nails of the outer template 1 are provided with bottom sealing wood ridges 5, a plurality of transverse square wood secondary ridges 2 are horizontally nailed on one side plate surface of the outer template 1, considering the bearing capacity, the distance between the adjacent horizontal square timber secondary ridges 2 is gradually increased from bottom to top, the distance between the bottommost horizontal square timber secondary ridge 2 and the bottom sealing timber ridge 5 is 200mm, a plurality of vertical double-steel-pipe main ridges 3 are vertically arranged on the outer sides of the horizontal square timber secondary ridges 2, each vertical double-steel-pipe main ridge 3 comprises two steel pipes with the diameter of 48mm, each vertical double-steel-pipe main ridge 3 is tightly leaned on the corresponding horizontal square timber secondary ridge 2 through a tensioning and fixing device, each tensioning and fixing device comprises a clip string 4 and a clip string 4 matched with each vertical double-steel-pipe main ridge 3, each clip 4 comprises an inverted U-shaped steel bar 41 and a plurality of outer side template clips 42 fixed on the inverted U-shaped steel bar 41, each inverted U-shaped steel bar 41 is formed by bending the steel bars with the interval of 10mm, each outer side template clip 42 is a mountain-shaped clip, each inverted U-shaped steel bar 41 is welded with the back clip of each outer side template clip 42, and the width of each inverted U-, the middle part of outside template checkpost 42 is equipped with the muscle hole and wears the one side welding at muscle hole site outside template checkpost 42 back and has checkpost nut 43, the nut hole of checkpost nut 43 aligns with the muscle hole of wearing, be connected with wall screw rod 6 on every outside template checkpost 42, the one end of wall screw rod 6 is passed and is connected with checkpost nut 43 threaded connection after the muscle hole of wearing on outside template checkpost 42, install inboard template checkpost 7 after the other end of wall screw rod 6 passes the wall screw rod hole of wearing on outer form 1 and the inner form 9, inboard template checkpost 7 is the chevron shape checkpost, inboard template checkpost 7 passes the tip of corresponding wall screw rod 6 and the tip of wall screw rod 6 is equipped with fastening nut 8, it is equipped with the PVC plastic sleeve to be equipped with on the wall screw rod 6 that is located between outer form 1 and the inner form.

When in installation, the outer template 1 fixed with the transverse square log inferior ridges 2 and the back cover log ridges 5 is temporarily arranged on a template support platform reserved on a lower concrete wall body and temporarily fixed, then construction of building outer wall body steel bars is carried out after deformation joints are bound, after the wall body steel bars are bound, the outer template 1 is righted, the clip strings 4 are placed from top to bottom, the positions of the reinforcement through holes of each outer template clip 42 on the clip strings 4 are aligned with the positions of the wall through bolt holes on the outer template clip 1, at the moment, one end of the wall through screw 6 penetrates through the wall through bolt holes on the outer template 1 and the reinforcement through holes on the outer template clips 42 and then is screwed into the nut 43 welded on the outer template clip 42, a PVC plastic sleeve is sleeved in the middle part of the wall through screw 6, after the inner template 9 fixed with the vertical square log inferior ridges 10 is supported, the other end of the wall through screw 6 penetrates through the wall through bolt holes on the inner template 9 and the inner template clip 7 and then is, then insert the steel pipe of the main stupefied 3 of vertical two steel pipes in the neutral position of outside template checkpost 42, insert the steel pipe of the stupefied 11 of horizontal owner in the neutral position of inboard template checkpost 7, adjust the elasticity of wall screw 6 through fastening nut 8, accomplish the installation, can be after experience closes the check and pours the concrete between exterior sheathing 1 and interior sheathing 9.

And (5) after the concrete pouring is finished and the specified strength is reached, the construction shaping device can be detached. When the concrete wall is disassembled, the fastening nut 8 is firstly screwed off, the inner side formwork clamp 7 and the transverse main rib 11 are disassembled, the inner formwork 9 provided with the vertical square timber secondary rib 10 is taken off, the wall penetrating screw rod 6 is screwed off on the operation surface of the inner side (the side close to the inner formwork 9) of the building, meanwhile, the vertical double-steel-pipe main rib 3 and the clamp string 4 can be drawn out from the upper floor of the poured building, then the outer formwork 1 is pried and loosened from the junction of the outer formwork 1 and the concrete, so that the outer formwork 1 is separated from the concrete wall, the outer formwork 1 is hoisted to the formwork supporting table reserved on the layer of the poured concrete wall by using a crane, the temporary fixing is carried out, the processes are repeated, and the construction of the upper layer of the concrete wall is completed.

Claims

1. The utility model provides a movement joint outer wall construction setting device, includes outside template subassembly (101) and inboard template subassembly (102), its characterized in that: the outer side template component (101) comprises an outer template (1), the bottom of the outer template (1) is horizontally provided with a bottom sealing wood ridge (5), a plurality of transverse square wood secondary ridges (2) are horizontally arranged on the surface of one side of the outer template (1), a plurality of vertical double-steel-pipe main edges (3) are vertically arranged on the outer side of the transverse square wood secondary edges (2), the vertical double-steel-pipe main edges (3) comprise two steel pipes, each vertical double-steel-pipe main edge (3) is tightly leaned against the transverse square wood secondary edges (2) through a tensioning and fixing device, the tensioning and fixing device comprises a clamp string (4) matched with the vertical double-steel-pipe main ridge (3) and a wall-through screw rod (6) connected with each outer template clamp (42) on the clamp string (4), the other end of the wall-through screw (6) penetrates through the outer formwork (1) and the inner formwork assembly (102) and then is provided with an inner formwork clip (7) and a fastening nut (8).

2. A deformation joint outer wall construction setting device according to claim 1, characterized in that: inboard template subassembly (102) includes inner formword (9), it is stupefied (10) once to vertically be equipped with a plurality of vertical square timbers on the face of one side of inner formword (9), stupefied (10) are improved level and are equipped with stupefied (11) of a plurality of horizontal main, stupefied (11) of horizontal main are through inboard template checkpost (7) near stupefied (10) once at vertical square timbers, the tip that corresponding wall screw rod (6) were just worn in inboard template checkpost (7) pass and the tip of wall screw rod (6) is equipped with fastening nut (8).

3. A deformation joint outer wall construction setting device according to claim 2, characterized in that: the transverse main edge (11) is a transverse double-steel-pipe main edge.

4. A deformation joint outer wall construction setting device according to claim 1, characterized in that: the clip string (4) comprises an inverted U-shaped steel bar (41) and a plurality of outer side template clips (42) fixed on the inverted U-shaped steel bar (41), wherein a clip nut (43) is fixed at one side of the back of the outer side template clip (42) and is provided with a rib penetrating hole and a rib penetrating hole.

5. A deformation joint outer wall construction setting device according to claim 4, characterized in that: the reverse U-shaped reinforcing steel bars (41) are welded with the back of the outer side formwork clips (42), and the width of the reverse U-shaped reinforcing steel bars (41) is smaller than the length of the outer side formwork clips (42).

6. A deformation joint outer wall construction setting device according to claim 1, characterized in that: a PVC plastic sleeve is sleeved on the wall-through screw (6) positioned between the outer template (1) and the inner template component (102).

7. A deformation joint outer wall construction setting device according to claim 2, characterized in that: the outer template (1) and the inner template (9) are both wood plywood or bamboo plywood.

8. The deformation joint outer wall construction shaping device as claimed in claim 2, wherein: the outer side template clip (42) and the inner side template clip (7) are both mountain-shaped clips.

9. A deformation joint outer wall construction setting device according to claim 1, characterized in that: the distance between the bottom sealing wood beam (5) and the bottom transverse square wood secondary beam (2) is 200mm, and the distance between the adjacent transverse square wood secondary beams (2) is sequentially increased from bottom to top.