CN215168070U - Roof supporting structure under quick detach braced system is detained to dish - Google Patents
Roof supporting structure under quick detach braced system is detained to dish Download PDFInfo
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- CN215168070U CN215168070U CN202023143832.9U CN202023143832U CN215168070U CN 215168070 U CN215168070 U CN 215168070U CN 202023143832 U CN202023143832 U CN 202023143832U CN 215168070 U CN215168070 U CN 215168070U
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Abstract
本实用新型给出了一种盘扣快拆支撑体系下的顶板支撑结构；包括若干支撑头和若干模板；支撑头的固定顶板水平固定连接在螺杆顶部，早拆支撑座套装在螺杆外壁上，早拆支撑座外壁向外水平延支撑板，第一螺母和第二螺母分别与螺杆配合；所述模板四角都开有定位槽口，若干模板与若干支撑头的固定顶板共同组成顶板模板平面。新型模板支撑体系具有安全可靠、施工便捷、工效高、可操作性强等特点，而且全面升级了公司模板支架体系，推进盘扣支架+快拆+任意模板组合的体系转换，符合绿色施工和材料资源循环利用的要求，具有广泛的推广应用价值。
The utility model provides a top plate support structure under a quick-release support system of a disk buckle, which comprises a plurality of support heads and a plurality of templates; a fixed top plate of the support head is horizontally and fixedly connected on the top of a screw rod, and an early-release support seat is sleeved on the outer wall of the screw rod, The outer wall of the support seat is dismantled early and the support plate is horizontally extended outward, and the first nut and the second nut are respectively matched with the screw rod; the four corners of the template are provided with positioning notches, and several templates and the fixed top plates of the support heads together form the top plate template plane. The new formwork support system has the characteristics of safety and reliability, convenient construction, high work efficiency and strong operability, and has comprehensively upgraded the company's formwork support system, promoting the system conversion of disk buckle support + quick release + any formwork combination, in line with green construction and materials. The requirement of resource recycling has a wide range of popularization and application value.
Description
Technical Field
The utility model relates to a roof bearing structure under dish knot quick detach support system.
Background
Formwork support system commonly used in our country is the square timber keel system, fastener formula system, formula scaffold system is detained to dish, these support systems all have the material loss rate big, the residual value is low, and dismantle the troublesome scheduling problem of installation, general dish is detained quick detach support system and is included a plurality of horizontal poles and a plurality of pole setting, a plurality of horizontal poles and a plurality of pole setting are detained through a plurality of dishes and are connected fixed constitution braced frame, but current formwork support system all is fixed height, can not adjust according to roof height flexibility, and can not dismantle until before the roof shaping after the template is built, the part utilization ratio is low, drag the time limit for a project of long construction.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a roof bearing structure under rational in infrastructure, convenient to use's dish knot quick detach support system is provided.
In order to solve the technical problem, the utility model provides a top plate supporting structure under a disc buckle quick-release supporting system;
comprises a plurality of supporting heads and a plurality of templates;
the support heads are in one-to-one correspondence with the upright posts of the disc buckle quick-release support system, each support head comprises a fixed top plate, a screw, a first nut, a second nut and an early-dismantling support seat, the fixed top plate is horizontally and fixedly connected to the top of the screw, the early-dismantling support seat is sleeved on the outer wall of the screw, the outer wall of the early-dismantling support seat horizontally extends outwards to form a support plate, the area of the support plate is larger than that of the fixed top plate, the first nut and the second nut are sequentially matched with the screw up and down respectively, the early-dismantling support seat is positioned on the upper side of the first nut, and the lower end of the screw extends into the corresponding upright post inner hole of the disc buckle quick-release support system;
the four corners of the template are provided with positioning notches which are matched with the corner outlines of the fixed top plates of the supporting heads, the edges of the four corners of the template are respectively loaded on the supporting plates of the corresponding supporting heads, and the plurality of templates and the fixed top plates of the plurality of supporting heads jointly form a top plate template plane.
For a clearer understanding of the technical content of the present invention, the roof support structure under the present quick-release support system of the disc buckle is referred to as the present roof support structure hereinafter.
As the optimization of the top plate supporting structure, a plurality of reinforcing ribs are arranged between the fixed top plate of the supporting head and the screw rod, and the upper end surface of the early-dismantling supporting seat is provided with a positioning notch matched with the plurality of reinforcing ribs respectively.
As the optimization of the top plate supporting structure, four positioning bulges are arranged on the supporting plate of the early-dismantling supporting seat, and positioning holes matched with the positioning bulges are respectively arranged at four corners of the template.
As the optimization of the top plate supporting structure, the template comprises a panel, four frames, four connecting pieces, four L-shaped corner pieces and a plurality of back edges, wherein the four frames are positioned at the same horizontal height, the four L-shaped corner pieces are respectively positioned between the two adjacent frames, the adjacent frames and the L-shaped corner pieces are fixedly connected onto the connecting pieces, the L-shaped corner pieces form positioning notches which are matched with the corner outline of the fixed top plate of the supporting head, the four frames and the four L-shaped corner pieces are fixedly connected with each other to form the outline of the template, the back edges are fixedly connected between the frames, and the panel is fixedly connected with the four frames and the back edges.
As this roof bearing structure's preferred, a plurality of back of the body stupefied including three first back of the body stupefied and two second back of the body stupefied, three first back of the body stupefied both ends are fixed respectively on two frames of relative arrangement, the stupefied one end of second back of the body is stupefied fixed with first back of the body, the stupefied other end of second back of the body is fixed with the frame.
Preferably, the back ridge is made of scalene aluminum.
The novel formwork support system has the characteristics of safety, reliability, convenience and quickness in construction, high work efficiency, strong operability and the like, the formwork support system of a company is comprehensively upgraded, the system conversion of the combination of the disc buckle support, the quick release and any formwork is promoted, the requirements of green construction and material resource recycling are met, and the novel formwork support system has wide popularization and application values.
After adopting such structure, this roof bearing structure has the advantage such as practice thrift the template, save artifical, accelerate the engineering progress, and is more and more extensive in the construction, is equipped with template and support head at this roof bearing structure, to accelerating construction speed, improves productivity, reduces template engineering cost, realizes green construction and all has the significance.
Drawings
FIG. 1 is a plan view of the top deck support structure of the present embodiment in use.
Figure 2 is a bottom view of the form of the present top deck support structure embodiment.
Figure 3 is a front view of a support head of this embodiment of the ceiling support structure.
FIG. 4 is a schematic view of the top plate support structure of the present embodiment showing the engagement between the early detachment support base and the form.
Figure 5 is a schematic view of the connection of the formwork of the present ceiling support structure embodiment.
Figure 6 is an end view of a first back ridge of the present roof support structure embodiment.
Detailed Description
As shown in fig. 1 to 5 (panel 21 of the template is omitted in fig. 1).
This embodiment adopts conventional dish to detain quick detach braced system, and dish detains quick detach braced system and includes a plurality of horizontal poles and a plurality of pole setting, and a plurality of horizontal poles and a plurality of pole setting are detained through a plurality of dishes and are connected fixedly and constitute braced frame.
The roof support structure includes a plurality of support heads 1 and a plurality of forms 2.
A plurality of supports head 1 and a plurality of pole settings one-to-one of quick detach support system are detained to dish, every supports head 1 including fixed roof 11, screw rod 12, first nut 13, second nut 14 and early tear supporting seat 15 open, fixed roof 11 horizontal welding is at screw rod 12 top, early tear supporting seat 15 suit open on screw rod 12 outer wall, early tear supporting seat 15 outer wall outside level extend backup pad 15a open, the area of backup pad 15a is greater than the area of fixed roof 11, be equipped with four protruding 15b in location on early tear supporting seat 15's the backup pad 15a open, four protruding 15b in location distribute along the even circumference of central line of screw rod 12, first nut 13 and second nut 14 are from top to bottom respectively in proper order with screw rod 12 cooperation, early tear supporting seat 15 open is in first nut 13 upside, the screw rod 12 lower extreme stretches into the corresponding pole setting downthehole of quick detach support system is detained to the dish.
Two reinforcing ribs 16 are arranged between the fixed top plate 11 and the screw 12 of the support head 1, and the upper end surface of the early-dismantling support seat 15 is provided with positioning notches 15c respectively matched with the two reinforcing ribs 16.
The template 2 comprises a panel 21, four frames 22, five back ridges, four L-shaped corner pieces 24 and four connecting pieces 25, wherein the four frames 22 are positioned at the same horizontal height, the four L-shaped corner pieces 24 are respectively positioned between the two adjacent frames 22, the adjacent frames 22 and the L-shaped corner pieces 24 are welded on the connecting pieces 25, the L-shaped corner pieces 24 form positioning notches 15c matched with the corner outline of the fixed top plate 11 of the supporting head 1, the four frames 22 and the four L-shaped corner pieces 24 are mutually welded and fixed to form the outline of the template 2, and the connecting pieces 25 are provided with positioning holes 25a matched with the positioning protrusions 15 b.
The five back ridges comprise three first back ridges 23a and two second back ridges 23b, two ends of the three first back ridges 23a are respectively fixed on the two frames 22 arranged front and back, one end of the second back ridge 23b is fixed with the first back ridge 23a on the left side or the right side, and the other end of the second back ridge 23b is fixed with the left side or the right side frame 22.
The panel 21 welds on four frames 22 and five back of the body stupexes (as shown in fig. 6, the section bar that first back of the body stupefied and second back of the body stupefied select for use is the same, and first back of the body stupefied and second back of the body stupefied all are inequilateral angle aluminium, and inequilateral angle aluminium has the advantage that the atress intensity increases, material saving).
The construction method of the roof support structure under the coiling and quick-dismantling support system comprises the following steps:
a) the supporting heads 1 and the templates 2 are divided into three sets of supporting heads 1 and one set of templates 2, and the number of the supporting heads 1 and the number of the templates 2 can meet the requirement of building a layer of top plate template plane;
b) the method comprises the steps that a quick coil buckle disassembling support system is erected on a bottom layer, a plurality of cross rods and a plurality of vertical rods of the quick coil buckle disassembling support system are connected and fixed through a plurality of coil buckles to form a support frame, one set of support heads 1 are arranged on the quick coil buckle disassembling support system, the lower ends of screw rods 12 of the support heads 1 extend into inner holes of the corresponding vertical rods of the quick coil buckle disassembling support system, second nuts 14 are rotated, the screw rods 12 are driven to ascend to a preset height by the second nuts 14, four corners of a template 2 are respectively placed on support plates 15a of four support heads 1, positioning holes 25a on connecting pieces 25 of the template 2 are matched with positioning protrusions 15b, first nuts 13 are rotated, the early disassembly support seats 15 are driven to ascend by the first nuts 13, the first nuts 13 of the four support heads 1 are synchronously adjusted, and the upper end face of the template 2 and the upper end face of a fixed top plate 11 are located on the same horizontal plane;
the multiple formworks 2 are sequentially matched with the multiple supporting heads 1, the multiple formworks 2 and the fixed top plates 11 of the multiple supporting heads 1 form a first-layer top plate formwork plane together, and a first-layer floor slab is poured on the first-layer top plate formwork plane;
c) when the concrete strength of the first floor reaches about 75% (in normal weather for 1-1.5 days), the first nuts 13 are rotated reversely, the first nuts 13 drive the early-dismantling support seats 15 to descend, the first nuts 13 of the four support heads 1 are synchronously adjusted, the template 2 is lowered, and the template 2 is dismantled;
d) keeping a disc buckle quick-release support system and a set of support heads 1 on a bottom foundation, erecting the disc buckle quick-release support system on a first floor slab, extending the lower ends of screws 12 of the support heads 1 into corresponding vertical rod inner holes of the disc buckle quick-release support system, rotating second nuts 14, driving the screws 12 to ascend to a preset height by the second nuts 14, respectively placing four corners of a template 2 on support plates 15a of the four support heads 1, matching positioning holes 25a on connecting pieces 25 of the template 2 with positioning bulges 15b, rotating first nuts 13, driving early-release support seats 15 to ascend by the first nuts 13, synchronously adjusting the first nuts 13 of the four support heads 1, and enabling the upper end face of the template 2 and the upper end face of a fixed top plate 11 to be on the same horizontal plane;
the plurality of templates 2 are sequentially matched with the plurality of supporting heads 1, the plurality of templates 2 and the fixed top plates 11 of the plurality of supporting heads 1 form a second layer of top plate template plane together, and a second layer of floor slab is poured on the second layer of top plate template plane;
e) when the concrete strength of the second floor reaches about 75%, the first nuts 13 are rotated reversely, the first nuts 13 drive the early-dismantling support seats 15 to descend, the first nuts 13 of the four support heads 1 are synchronously adjusted, so that the template 2 is lowered, and the template 2 is dismantled;
f) keeping a quick coil buckle disassembling support system and a set of support heads 1 on a first floor, erecting the quick coil buckle disassembling support system on a second floor, extending the lower end of a screw 12 of the support head 1 into a corresponding vertical rod inner hole of the quick coil buckle disassembling support system, rotating a second nut 14, driving the screw 12 to ascend to a preset height by the second nut 14, respectively placing four corners of a template 2 on support plates 15a of the four support heads 1, matching a positioning hole 25a on a connecting piece 25 of the template 2 with a positioning bulge 15b, rotating a first nut 13, driving an early disassembling support seat 15 to ascend by the first nut 13, synchronously adjusting the first nuts 13 of the four support heads 1, and enabling the upper end face of the template 2 and the upper end face of a fixed top plate 11 to be on the same horizontal plane;
the plurality of templates 2 are sequentially matched with the plurality of supporting heads 1, the plurality of templates 2 and the fixed top plates 11 of the plurality of supporting heads 1 form a third layer of top plate template plane together, and a third layer of floor slab is poured on the third layer of top plate template plane;
g) when the concrete strength of the third floor reaches about 75%, the first nuts 13 are rotated reversely, the first nuts 13 drive the early-dismantling support seat 15 to descend, the first nuts 13 of the four support heads 1 are synchronously adjusted, so that the template 2 is lowered, and the template 2 is dismantled;
when the concrete strength of the first floor reaches 100%, a disc buckle quick-release support system and a set of support heads 1 on the bottom foundation are removed;
when the concrete strength of the second floor reaches 100%, a coil buckle quick-release support system and a set of support heads 1 on the foundation of the first floor are removed;
when the concrete strength of the third floor reaches 100%, a coil buckle quick-release support system and a set of support heads 1 on the foundation of the second floor are removed;
h) repeating steps b) to g) until the construction reaches the predetermined floor.
The above description is only one embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and improvements can be made without departing from the principle of the present invention, and these should also be considered as belonging to the protection scope of the present invention.
Claims (6)
1. The utility model provides a roof bearing structure under quick detach braced system is detained to dish, characterized in that:
comprises a plurality of supporting heads and a plurality of templates;
the support heads are in one-to-one correspondence with the upright posts of the disc buckle quick-release support system, each support head comprises a fixed top plate, a screw, a first nut, a second nut and an early-dismantling support seat, the fixed top plate is horizontally and fixedly connected to the top of the screw, the early-dismantling support seat is sleeved on the outer wall of the screw, a support plate is horizontally extended outwards from the outer wall of the early-dismantling support seat, the area of the support plate is larger than that of the fixed top plate, the first nut and the second nut are sequentially matched with the screw up and down respectively, the early-dismantling support seat is positioned on the upper side of the first nut, and the lower end of the screw extends into the corresponding upright post inner hole of the disc buckle quick-release support system;
the four corners of the template are provided with positioning notches which are matched with the corner outlines of the fixed top plates of the supporting heads, the edges of the four corners of the template are respectively loaded on the supporting plates of the corresponding supporting heads, and the plurality of templates and the fixed top plates of the plurality of supporting heads jointly form a top plate template plane.
2. The roof support structure under the quick release braced system of dish knot of claim 1 characterized by:
a plurality of reinforcing ribs are arranged between the fixed top plate of the supporting head and the screw, and positioning notches matched with the plurality of reinforcing ribs are formed in the upper end face of the early-dismantling supporting seat.
3. The roof support structure under the quick release braced system of dish knot of claim 1 characterized by:
four positioning bulges are arranged on the supporting plate of the early-dismantling supporting seat, and positioning holes matched with the positioning bulges are respectively formed in four corners of the template.
4. The roof support structure under the quick release braced system of dish knot of claim 1 characterized by:
the template includes the panel, four frames, four connecting pieces, four L type corner fittings and a plurality of back of the body are stupefied, four frames are in same level, four L type corner fittings divide to be located between two adjacent frames separately, adjacent frame and L type corner fitting are all fixed connection on the connecting piece, L type corner fitting constitutes the location notch of agreeing with the fixed roof corner profile of supporting the head, four frames and four L type corner fittings fixed connection each other constitute the outline of template, a plurality of stupefied fixed connection in the back of the body are between the frame, panel fixed connection is stupefied at four frames and a plurality of backs of the body.
5. The roof support structure under the quick release braced system of dish knot of claim 4, characterized by:
the back ridges comprise three first back ridges and two second back ridges, two ends of the three first back ridges are respectively fixed on two frames which are oppositely arranged, one end of the second back ridges is fixed with the first back ridges, and the other end of the second back ridges is fixed with the frames.
6. The roof support structure under the quick release braced system of dish knot of claim 5 characterized by:
the back edge is made of unequal-angle aluminum.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202023143832.9U CN215168070U (en) | 2020-12-23 | 2020-12-23 | Roof supporting structure under quick detach braced system is detained to dish |
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| CN202023143832.9U CN215168070U (en) | 2020-12-23 | 2020-12-23 | Roof supporting structure under quick detach braced system is detained to dish |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112538968A (en) * | 2020-12-23 | 2021-03-23 | 安徽水利开发有限公司 | Top plate supporting structure under quick-release support system of disc buckle and construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112538968A (en) * | 2020-12-23 | 2021-03-23 | 安徽水利开发有限公司 | Top plate supporting structure under quick-release support system of disc buckle and construction method |
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