CN204152207U - Hang the reinforcing construction of mould template - Google Patents

Hang the reinforcing construction of mould template Download PDF

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Publication number
CN204152207U
CN204152207U CN201420619497.0U CN201420619497U CN204152207U CN 204152207 U CN204152207 U CN 204152207U CN 201420619497 U CN201420619497 U CN 201420619497U CN 204152207 U CN204152207 U CN 204152207U
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CN
China
Prior art keywords
vertical
rough ground
sizing
reinforcement
mould template
Prior art date
Application number
CN201420619497.0U
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Chinese (zh)
Inventor
高志刚
邓超
杨洋
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中冶建工集团有限公司
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Publication date
Application filed by 中冶建工集团有限公司 filed Critical 中冶建工集团有限公司
Priority to CN201420619497.0U priority Critical patent/CN204152207U/en
Application granted granted Critical
Publication of CN204152207U publication Critical patent/CN204152207U/en

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Abstract

The utility model discloses a kind of reinforcing construction hanging mould template, it comprises hangs mould template, described mould template of hanging comprises the sizing side form being symmetricly set on and turning over the layer of concrete left and right sides, be placed in the vertical rough ground of two sizing side form peripheries and the cross connecting plate for connecting sizing side form and vertical rough ground respectively, it is characterized in that, below basic end face, on turn over the layer of concrete left and right sides and be arranged with some for preventing from hanging the vertical reinforcement that mould template moves left and right, described vertical reinforcement all stretches out outside basic end face, on every root vertical reinforcement, some transverse reinforcements are provided with below the end face of basis, described transverse reinforcement is fixedly connected with vertical reinforcement, and distance between the transverse reinforcement of the left and right sides is all equal with the distance between sizing side form.

Description

Hang the reinforcing construction of mould template

Technical field

The utility model relates to a kind of the realm of building construction, particularly hangs the reinforcing construction of mould template.

Background technology

The design of outer shear wall of basement constuction joint mostly requires to be not less than 300mm eminence more than basic end face; To solve shear wall, column bottom constuction joint indwelling problem and to facilitate steel plate for sealing water to install; This turns over Partial Shear wall, post concrete will be built shaping with basis simultaneously, thus on turn over part template take root, reinforce difficulty; And cannot fix with surrounding structure.Because wall column reinforcing bar is intensive, once model sheetinstallat controls bad, it is quite difficult that construction in later period seam place concrete picks cutter, affects the duration and increase disposal cost.

Summary of the invention

The purpose of this utility model be existingly hang mould formwork reinforcement difficulty to solve, cannot fix with surrounding structure and provide a kind ofly hang the reinforcing construction that mould formwork reinforcement is effective, structure simply hangs mould template.

To achieve these goals, the reinforcing construction hanging mould template designed by the utility model, it comprises hangs mould template, described mould template of hanging comprises the sizing side form being symmetricly set on and turning over the layer of concrete left and right sides, be placed in the vertical rough ground of two sizing side form peripheries and the cross connecting plate for connecting sizing side form and vertical rough ground respectively, it is characterized in that, below basic end face, on turn over the layer of concrete left and right sides and be arranged with some for preventing from hanging the vertical reinforcement that mould template moves left and right, described vertical reinforcement all stretches out outside basic end face, on every root vertical reinforcement, some transverse reinforcements are provided with below the end face of basis, described transverse reinforcement is fixedly connected with vertical reinforcement.

Further, the height of described sizing side form is lower than the height of vertical rough ground, and in order to control to climb over the walls, dignity builds absolute altitude, and sizing side form is equal with the height above turning over layer of concrete; Inside contract to prevent template and the mould that rises, described vertical rough ground is close to inside vertical reinforcement, is connected with the some pieces of wooden a tree, used in making timber for boats Inner be placed between vertical rough ground and supports above vertical rough ground, is connected with some block concrete Inner and supports below sizing side form.

Further, in order to prevent template from extending out, be equipped with some to wire drawing bar at the upper and lower two ends of vertical rough ground, described vertical rough ground wire drawing bar being run through to both sides, fastening nuts is all used in two ends.

Compared with prior art, the reinforcing construction tool of mould template that what the utility model obtained hang has the following advantages:

1, by arranging vertical reinforcement and transverse reinforcement, and vertical reinforcement is given prominence to basic end face, this structure effectively can prevent hanging mould template and move in the horizontal direction.

2, set up wooden a tree, used in making timber for boats Inner to support and concrete inner support, effectively strengthened the overall structure of hanging mould template, prevent template from inside contracting and the mould that rises.

3, vertical rough ground both sides adopt fastening to wire drawing bar, effectively can prevent hanging mould template and extend out.

Accompanying drawing explanation

Fig. 1 is the schematic cross-section of the reinforcing construction hanging mould template in embodiment.

In figure: basic end face 1, on turn over layer of concrete 2, sizing side form 3, vertical rough ground 4, cross connecting plate 5, vertical reinforcement 6, transverse reinforcement 7, wooden a tree, used in making timber for boats Inner support 8, concrete Inner supports 9, to wire drawing bar 10, steel plate for sealing water 11.

Detailed description of the invention

Below in conjunction with drawings and Examples, the utility model is further illustrated.

Embodiment:

The reinforcing construction of mould template that what the present embodiment provided hang, as shown in Figure 1, it comprises hangs mould template, described mould template of hanging comprises the sizing side form 3 being symmetricly set on and turning over layer of concrete 2 left and right sides, be placed in the vertical rough ground 4 of two sizing side form 3 peripheries and the cross connecting plate 5 for connecting sizing side form 3 and vertical rough ground 4 respectively, below basic end face 1, on turn over layer of concrete 2 left and right sides and be arranged with some for preventing from hanging the vertical reinforcement 6 that mould template moves left and right, described vertical reinforcement 6 all stretches out outside basic end face 1, on every root vertical reinforcement 6, some transverse reinforcements 7 are provided with below the end face 1 of basis, described transverse reinforcement 7 is fixedly connected with vertical reinforcement 6, and distance between left and right sides transverse reinforcement 7 is all equal with the distance between sizing side form 3.

In the specific implementation, the height of above-mentioned sizing side form 3 is lower than the height height of steel plate for sealing water 11 (when the height of vertical keel 4 was built a little more than the later stage) of vertical rough ground 4, and equal with the height above turning over layer of concrete 2; Described vertical rough ground 4 is close to inside vertical reinforcement 6, is connected with the some pieces of wooden a tree, used in making timber for boats Inner be placed between vertical rough ground 4 and supports 8, be connected with some block concrete Inner and support 9 below sizing side form 3 above vertical rough ground 4.

Be equipped with some to wire drawing bar 10 at vertical rough ground about 4 two ends, the described vertical rough ground 4 wire drawing bar 10 being run through to both sides, and use fastening nuts.

Above-mentioned cross connecting plate 5, vertical reinforcement 6, transverse reinforcement 7, wooden a tree, used in making timber for boats Inner support 8, concrete Inner support 9 are and be arranged in parallel.The equal spacing of distance one meter between cross connecting plate 5, between vertical reinforcement 6, between transverse reinforcement 7, between wooden a tree, used in making timber for boats Inner support 8, between concrete Inner support 9.

The concrete operations flow process of hanging mould formwork erection in the present embodiment is as follows:

First additional vertical reinforcement 6(spacing is controlled at about 1000mm) be welded and fixed with sole plate reinforcing bar (not marking in figure), and stretch out basic end face 1, Control architecture plane is unshift; Additional vertical reinforcement 6 welds this reinforcing bar of transverse reinforcement 7(concordant with plate face in basic end face 1 topping), guarantee to take root bottom template in herein.

Secondly processing 300mm height sizing side form 3, suitable for reading and steel plate for sealing water 11 center line of sizing side form 3 is concordant, and dignity of being convenient to control to climb over the walls builds absolute altitude;

Finally, vertical rough ground 4 is processed into 600mm high size (height of side form 3 of namely shaping is lower than the height of vertical rough ground 4), be convenient to the wooden a tree, used in making timber for boats inner support 8 of upper end and install wire drawing bar 10, effectively guarantee that template does not inside contract, do not rise mould; And be conducive to concreting operation.

Finally it should be noted that, above embodiment is only in order to illustrate the technical solution of the utility model but not restriction technologies scheme, although applicant has been described in detail the utility model with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, those are modified to the technical solution of the utility model or equivalent replacement, and do not depart from aim and the scope of the technical program, all should be encompassed in the middle of right of the present utility model.

Claims (3)

1. one kind is hung the reinforcing construction of mould template, it comprises hangs mould template, described mould template of hanging comprises the sizing side form (3) being symmetricly set on and turning over layer of concrete (2) left and right sides, be placed in the vertical rough ground (4) of two sizing side form (3) peripheries and the cross connecting plate (5) for connecting sizing side form (3) and vertical rough ground (4) respectively, it is characterized in that, in basic end face (1) below, on turn over layer of concrete (2) left and right sides and be arranged with some for preventing from hanging the vertical reinforcement (6) that mould template moves left and right, described vertical reinforcement (6) all stretches out basic end face (1) outward, on every root vertical reinforcement (6), below, basis end face (1) is provided with some transverse reinforcements (7), described transverse reinforcement (7) is fixedly connected with vertical reinforcement (6).
2. the reinforcing construction hanging mould template according to claim 1, is characterized in that, the height of described sizing side form (3) is lower than the height of vertical rough ground (4), and equal with the height above turning over layer of concrete (2); Described vertical rough ground (4) is close to vertical reinforcement (6) inner side, be connected with the some pieces of wooden a tree, used in making timber for boats Inner be placed between vertical rough ground (4) in vertical rough ground (4) top and support (8), be connected with some block concrete Inner in sizing side form (3) below and support (9).
3. the reinforcing construction hanging mould template according to claim 1 and 2, it is characterized in that, be equipped with some to wire drawing bar (10), the described vertical rough ground (4) wire drawing bar (10) being run through to both sides in two ends up and down at vertical rough ground (4), and use fastening nuts.
CN201420619497.0U 2014-10-24 2014-10-24 Hang the reinforcing construction of mould template CN204152207U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420619497.0U CN204152207U (en) 2014-10-24 2014-10-24 Hang the reinforcing construction of mould template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420619497.0U CN204152207U (en) 2014-10-24 2014-10-24 Hang the reinforcing construction of mould template

Publications (1)

Publication Number Publication Date
CN204152207U true CN204152207U (en) 2015-02-11

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420619497.0U CN204152207U (en) 2014-10-24 2014-10-24 Hang the reinforcing construction of mould template

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CN (1) CN204152207U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421781A (en) * 2015-11-09 2016-03-23 深圳市建工集团股份有限公司 Synchronous pouring construction method and formwork system for concrete ridge platform and structural floor slab
CN108979136A (en) * 2018-08-21 2018-12-11 中冶建工集团有限公司 A kind of formed by integrally casting construction template structure of the anti-bank in toilet
CN109025290A (en) * 2018-07-24 2018-12-18 北京首钢建设集团有限公司 A kind of water-proof concrete exterior wall and basic intersection setting-up of construction joint construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421781A (en) * 2015-11-09 2016-03-23 深圳市建工集团股份有限公司 Synchronous pouring construction method and formwork system for concrete ridge platform and structural floor slab
CN109025290A (en) * 2018-07-24 2018-12-18 北京首钢建设集团有限公司 A kind of water-proof concrete exterior wall and basic intersection setting-up of construction joint construction method
CN108979136A (en) * 2018-08-21 2018-12-11 中冶建工集团有限公司 A kind of formed by integrally casting construction template structure of the anti-bank in toilet

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